N N

N

N

N

TENANT FINISH OUTPROJECT:

PROJECT LOCATION:

TENANT:

ISSUED FOR:

ISSUED DATE:

ARCHITECT:

MEP:

STRUCTURAL:

VICINITY MAP

DETAIL VICINITY MAP

KEY SITE PLAN

KEY FLOOR PLAN

DRAWING INDEXM9

I15

M15

I15

M15

ABBREVIATIONSF9

A/C AIR CONDITIONERADJ ADJACENTADMIN ADMINISTRATIONAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALAVG AVERAGEBLDG BUILDINGBOT BOTTOMCPT CARPETCAB CABINETCL CENTERLINECLG CEILINGCLGHT CEILING HEIGHTCLR CLEARCONF CONFERENCECONT CONTINUOUSCORR CORRIDORDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDTL/DET DETAILDWG DRAWINGEL ELEVATIONELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEXST EXISTINGFE FIRE EXTINGUISHERFL FLOORFURN FURNITUREGA GAUGEGALV GALVANIZEDGWB GYPSUM WALL BOARDGYP BD GYPSUM BOARDHDW HARDWAREHVAC HEATING, VENTILATION,

AIRCONDITIONINGINT INTERIORJAN JANITORJUNC JUNCTIONLAB LABORATORYLAM LAMINATED

LAV LAVATORYMAX MAXIMUMMEZZ MEZZANINEMFR MANUFATURERMGR MANAGERMISC MISCELLANIOUSMIN MINIMUMNIC NOT IN CONTRACTNTS NOT TO SCALENOM NOMINALOC ON CENTEROPNG OPENINGOPP OPPOSITEPL PLASTIC LAMINATEPLAM PLASTIC LAMINATEPLYWD PLYWOODPT PAINTQTY QUANTITYREF REFRIGERATORREFRIG REFRIGERATORREQ REQUIREDREV REVISION/REVISEDRM ROOMSAN SANITARYSCHED SCHEDULESEC SECRETARYSF SQUARE FOOTSIM SIMILARSPECS SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSTOR STORAGESW SWITCHTV TELEVISIONTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVENT VENTILATIONVERT VERTICALVWC VINYL WALL COVERINGVEST VESTIBULEW/ WITHWC WALL COVERINGWD WOODW/O WITHOUT

CITY OF AUSTIN AND TEXAS COMPLIANCE:THIS PROJECT IS DESIGNED TO COMPLY WITH THE FOLLOWING BUILDING CODES: (WITH CITY OF AUSTINAMENDMENTS)

2012 IBC - INTERNATIONAL BUILDING CODE2015 IECC - INTERNATIONAL ENERGY CONSERVATION CODE2012 IFC - INTERNATIONAL FIRE CODE2012 UPC - UNIFORM PLUMBING CODE2012 UMC - UNIFORM MECHANICAL CODE2011 NEC - NATIONAL ELECTRICAL CODE

THIS PROJECT IS DESIGNED TO MEET ALL CITY AND STATE ACCESSIBILITY REQUIREMENTS.2012 TAS-TEXAS ACCESSIBILITY STANDARDS2009 ANSI ICC 117.1-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

FEDERAL COMPLIANCE:THIS PROJECT IS DESIGNED TO MEET ALL FEDERAL ACCESSIBILITY REQUIREMENTS.

FHA- FAIR HOUSING ACT2006 IBC - INTERNATIONAL BUILDING CODE2003 ANSI ICC 117.1 (ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES)

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THESE CODES. ANYCODE DISCREPANCIES THAT EXIST IN THE DESIGN SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO CONSTRUCTION.

APPLICABLE CODESH9

DETAIL TAG

ROOM TAG

INTERIORELEVATION TAG(SINGLE)

REVISION NUMBER

FINISH TAG

WALL TYPE

KEYNOTE

FINISH TAG (CEILING)

FINISH TAG (ROOM)

SECTION TAG

INTERIORELEVATIONTAG (ROOM)

DOOR EGRESSCAPACITY

EXIT DIRECTION

EXIT SIGN

MAXIMUM TRAVELDISTANCE

COMMON PATH OFTRAVEL

X

X

DETSHT

XX

X

ELEVX

FLRBASE

WALL

WAL

L

WALLWA

L LWALLFLR

BASE

NAMENAME

#

DETSHT

SHT

ELEV

ELEV

ELEV

TO STAIR

X

W

ALLACT

#

DIST

ELEV

SYMBOLSD1

DIST

DOOR TAG

EQUIPMENTTAG

FINISH TAG(BASE)

ELEVATIONDATUM TAG

FLOORTRANSITION

ALTERNATE

ELEVDESC

X

XX

DRHWFR

DR

ALT

GENERAL PROJECT NOTESI91. ALL FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS FOR THIS PROJECT.2. ALL CONSTRUCTION SHALL CONFORM TO INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE, INTERNATIONAL MECHANICAL

CODE AND TO O.S.H.A. REQUIREMENTS. REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS.3. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.4. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY

FOR COMPLETION OF WORK.5. THE CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF UTILITIES AFFECTED

BY HIS OPERATIONS PRIOR TO COMMENCING WORK.6. DO NOT USE PAINTS, PRIMES, SEALERS OR GLUES THAT EMIT FLAMMABLE, TOXIC OR NOXIOUS FUMES. EACH TRADE SHALL BE RESPONSIBLE TO

VERIFY THE MATERIALS USED AND COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR THEIR USE.7. ALL MATERIALS, CONSTRUCTION, AND FINISHES TO BE FIRE RATED, FIRE PROOFED AND FIRE RETARDANT TO MEET LOCAL, STATE AND

APPLICABLE NATIONAL FIRE CODES. ALL MATERIALS TO BE NEW AND OF THE BEST QUALITY AVAILABLE AND SHALL BE U.L./F.M. RATED ASREQUIRED.

8. ALL WORK IS TO BE DONE BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.9. CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE TO ALLOW UNINTERRUPTED PROGRESS OF WORK AND TO COMPLETE PROJECT

WITHIN THE ESTABLISHED SCHEDULE. VERIFY DELIVERY DATES FOR ANY LONG LEAD TIME ITEMS AND MATERIALS IN ORDER TO ENSURE THEIRINSTALLATION IN THE PROPER SEQUENCE OF THE JOB.

10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE SUBCONTRACTORS COORDINATE THEIR WORK WITH THE WORK OF THE OTHERTRADES INCLUDING WORK NOT IN THE CONTRACT.

11. ALL EXISTING WORK OR WORK PROVIDED BY THE LANDLORD IS NOTED AS "EXISTING". ALL NEW WORK IS NOT NOTED AS "NEW" UNLESSNECESSARY FOR PURPOSES OF CLARITY.

12. ALL PERMIT COSTS TO BE PAID FOR BY CONTRACTOR. THE CONTRACTOR IS TO FILE FOR, AND SECURE ALL APPROVALS, PERMITS, TESTS,INSPECTIONS AND CERTIFICATES OF COMPLIANCE AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PERMITSNECESSARY TO LEGALLY PERFORM THE WORK HAVE BEEN OBTAINED PRIOR TO COMMENCING CONSTRUCTION.

13. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY AND ALL DISCREPANCIES, ERRORS OF OMISSIONS TO THE ARCHITECT PRIOR TOCOMMENCING WORK AND/ OR ORDERING MATERIALS. MINOR DEVIATIONS, SUBJECT TO CONSTRUCTION REQUIREMENTS AND FIELD CONDITIONS,CAN BE EXPECTED.

14. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. ANY CRUCIAL DIMENSION NOT GIVEN SHALL BEBROUGHT TO THE ATTENTION OF THE ARCHITECT. EXISTING DIMENSIONS MAY BE VERIFIED IN THE FIELD.

15. CONTRACTOR SHALL CAREFULLY EXAMINE ALL ELEMENTS OF EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANYDISCREPANCIES OR DEVIATIONS.

16. NEW WORK AND FINISHES SHALL CONFORM TO EXISTING ADJACENT WORK AND SHALL BLEND TOGETHER IN SUCH WAYS AS TO BE SIMILAR INAPPEARANCE UNLESS SPECIFICALLY NOTED OTHERWISE.

17. ALL COMPONENTS, MATERIALS, ASSEMBLIES AND FINISHES TO BE CONSTRUCTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS.18. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND MATERIAL FROM THE SITE UPON COMPLETION OF

THE WORK. MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL TIMES REMOVE SAID MATERIALS TO APPROVED DUMP SITES ONLY.19. THE CONTRACTOR IS TO KEEP A FULL SET OF UP-TO-DATE PLANS AVAILABLE AT THE JOBSITE AT ALL TIMES.20. CONTRACTOR SHALL PREPARE A RECORD SET OF AS-BUILT DRAWINGS WHICH REFLECT ANY CHANGES, ADDITIONS OR DELETIONS TO THE

LANDLORD APPROVED SET OF DRAWINGS AND PROVIDE TO OWNER UPON COMPLETION OF THE PROJECT.21. SPECIFIED ITEMS HAVE BEEN SELECTED BECAUSE THEY REFLECT THE STANDARDS OF QUALITY DESIRED, OR POSSESS OTHER FEATURES

REQUIRED TO PRESERVE THE DESIGN CONCEPT. THE DESIGNER AND OWNER THEREFORE PRESERVE THE RIGHT TO REQUIRE THE USE OF THESPECIFIC ITEMS. ANY REQUESTS FOR ALTERNATIVES FOR SPECIFIED ITEMS MUST BE SUBMITTED TO THE DESIGNER OR OWNER IN WRITING,TOGETHER WITH PROOF OF EQUALITY OF SUCH ITEMS. IN ALL CASES, THE BURDEN OF PROOF OF EQUALITY SHALL BE WITH THE BIDDER ANDTHE DECISION OF THE DESIGNER OR OWNER SHALL BE FINAL.

22. THE OWNER, DESIGNER, OR ENGINEERS WILL NOT BE RESPONSIBLE FOR ANY VERBAL INSTRUCTIONS.23. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR AMENDED PLANS SHOULD ANY CHANGES BE MADE TO THESE PLANS BY THE CONTRACTOR

OR ANY OF HIS REPRESENTATIVES.24. THE TENANT'S CONTRACTOR WILL REPAINT AND / OR REPAIR THE OWNER'S PROPERTY DAMAGED DURING TENANT IMPROVEMENT.25. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST AND/OR STRUCTURAL MEMBERS.26. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE.27. ANY PENETRATION OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATED AND APPROVED BY THE STRUCTURAL

ENGINEER.

TRUE NORTH

PLAN NORTH

DESIGN TEAMM1

WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL NEEDS RESOURCESJOHN KEMPF4116 HARBOUR ISLAND LANEOXNARD, CA. 93035(p) +001.516/365.7708(e) kempf@tampabay.rr.com

PERMIT SET

02/01/2017

Mark Hart Architecture, Inc.Robert LeJeune, AIA, LEED AP BD+C, CPHC2007 S. 1ST STREET STE. 101AUSTIN, TEXAS 78704(p) +1.512/994.4598(e) rlejeune@markhartarch.com(w) www.markhartarch.com

ALPACA ENERGY SOLUTIONS, INC.ALLEN PERRY, P.E.3532 BEE CAVES RDWEST LAKE HILLS, TX 78746(p) +001.512/328-8999(e) aperry@alpacaenergy.com(w) www.alpaca.com

SHEET SHEET NAME ISSUE DATE

REVISION

#REVISION

DATEA0.00 COVER SHEET 02/01/2017A0.11 ACCESSIBILITY REQUIREMENTS 02/01/2017A2.00 LIFE SAFTY PLAN & CODE RESEARCH 02/01/2017A3.00 DEMOLITION PLAN 02/01/2017A3.10 PROPOSED PLAN 02/01/2017A3.20 RCP & LIGHTING PLAN 02/01/2017A4.00 INTERIOR ELEVATIONS 02/01/2017A5.00 SECTIONS & DETAILS 02/01/2017M1.1 MECHANICAL 01/30/2017M2.1 MECHANICAL 01/30/2017M2.2 MECHANICAL 01/30/2017E1.1 ELECTRICAL 01/30/2017E1.2 ELECTRICAL 01/30/2017E2.1 ELECTRICAL 01/30/2017E2.2 ELECTRICAL 01/30/2017P1.1 PLUMBING 01/30/2017P2.1 PLUMBING 01/30/2017P2.2 PLUMBING 01/30/2017S.1 GENERAL NOTES & FLOOR PLAN 02/01/2017S.2 COLD FORM DETAILS 02/01/2017S.3 ZIPLINE POST DETAIL 02/01/2017

MARK HART ARCHITECTURE

2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057www.markhartarch.com

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DRAWN BY:

SHEET:

CHECKED BY:

REVI

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NS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

Copyright © 2016 by Mark HartArchitecture, INC. All rightsreserved. The arrangementsdepicted herein are the soleproperty of Mark HartArchitecture, INC. and may notbe reproduced in any formwithout written permission.

A0.00

02/01/2017

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SPECIAL NEEDS RESOURCESJOHN KEMPF4116 HARBOUR ISLAND LANEOXNARD, CA. 93035+001.516/365.7708

PERMIT SET

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02/01/2017

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F TOILET AN

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OR

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ALL "BOBR

ICK" SPEC

IFIED ITEM

S MAY BE SU

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PRIATE ALTER

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ITH AR

CH

ITECTS APPR

OVAL.

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AT 7" MIN

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ON

T OF W

ATER C

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TTOM

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38"-48" TO ENSUREFORWARD REACH

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ETERLITER

ARY BR

AILLE STAND

ARD

DIM

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NS:

DO

OR

IDEN

TIFICATIO

N SIG

NAG

E

LETTERIN

GR

AISED 1/32"

SEENOTE 5

REQ

UIR

ED @

PERM

ANEN

TD

OO

R ID

ENTIFIC

ATION

CO

RR

ESPON

DIN

G G

RAD

EII BR

AILLE

CO

RR

ESPON

DIN

GG

RAD

E II BRAILLE

1.TAC

TILE EXIT SIGN

IS REQ

UIR

ED IN

ADD

ITION

TO ILLU

MIN

ATED SIG

N ABO

VED

OO

R AT EXIT D

OO

R.

2.APPR

OVED

SELF-LUM

INO

US SIG

N (0.06 FT. LAM

BERTS M

IN.).

3.BLO

CK C

APITAL LETTERS N

OT LESS TH

AN 6 IN

CH

ES IN H

EIGH

T WITH

ASTR

OKE O

F NO

T LESS THAN

3/4 INC

HES. LETTER

S TO H

AVE WID

TH O

F NO

TLESS TH

AN 2 IN

CH

ES ECC

EPT FOR

THE LETTER

"I". WITH

A SPACIN

GBETW

EEN LETTER

S OF N

OT LESS TH

AN 3/8".

4.C

ON

TRAC

TED G

RAD

E 2 BRAILLE SH

ALL BE USED

. DO

TS SHALL BE 1/10 IN

CH

ON

CEN

TERS IN

EACH

CELL W

ITH 2/10 IN

CH

SPACE BETW

EEN C

ELLS. DO

TSSH

ALL BE RAISED

A MIN

IMU

M O

F 1/40 INC

H ABO

VE THE BAC

KGR

OU

ND

.5.

LETTERS AN

D N

UM

ERALS SH

ALL BE RAISED

1/32", UPPER

CASE, SAN

S SERIF

TYPE AND

SHALL BE AC

CO

MPAN

IED W

ITH G

RAD

E II BRAILLE. R

AISEDC

HAR

ACTER

S SHALL BE AT LEAST 5/8" H

IGH

, BUT N

O H

IGH

ER TH

AN 2".

6.PER

MAN

ENT SIG

NAG

E TO BE IN

STALLED O

N TH

E WALL AD

JACEN

T TO TH

ELATC

H SID

E OF TH

E DO

OR

. MO

UN

TING

LOC

ATION

MU

ST ALLOW

A PERSO

NTO

APPRO

ACH

WITH

OU

T ENC

OU

NTER

ING

PRO

TRU

DIN

G O

BJECTS O

RSTAN

DIN

G W

ITHIN

THE SW

ING

PATH O

F THE D

OO

R.

7.LETTER

S AND

NU

MBER

S ON

SIGN

S HAVE A W

IDTH

-TO-H

EIGH

T RATIO

NBETW

EEN 3:5 AN

D 1:1 AN

D A STR

OKE W

IDTH

-TO- H

EIGH

T RATIO

BETWEEN

1:5AN

D 1:10

8.C

HAR

ACTER

S CO

NTR

AST WITH

THEIR

BACKG

RO

UN

D (LIG

HT C

HAR

ACTER

SO

N A D

ARK BAC

KGR

OU

ND

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DAR

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ARAC

TERS O

N A LIG

HT

BACKG

RO

UN

D)

9.C

HAR

ACTER

S AND

BACKG

RO

UN

D O

F SIGN

S IS EGG

SHELL, M

ATTE, OR

OTH

ER N

ON

-GLAR

E FINISH

.

BRAILLE LETTER

S

1" CO

RN

ER R

ADIU

S

CL

ENTRANCE

1615

1413

12

60" A.F.F.SURFACE

DIR

ECTIO

NAL AR

RO

WLO

CATIO

N

MIN

IMU

M SIZE: 70

SQ.IN

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UN

TING

SCR

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MATC

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KGR

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CO

LOR

INTER

NATIO

NAL

SYMBO

L OF

ACC

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GR

APHIC

S

HAN

DG

RIP

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TYPE II

TYPE I

4'-0" MAX.3'-0" MIN.

1'-0"MIN.

SWITC

H

THER

MO

STAT

WALL O

UTLET

6'-8"MIN.

12" MAX.

27"MIN.

27"MAX.

48" MAX. *

24"MAX.

20"MAX.

6" MIN

.

2'-6"M

IN.

48" MAX.

*HEIG

HT TO

HIG

HEST

OPER

ABLE PART W

HIC

H IS

ESSENTIAL TO

BASICO

PERATIO

N O

F THE

TELEPHO

NE.

3"

SMO

OTH

SUR

FACE

18" MIN.SMO

OTH

SUR

FACE

1 1/4" MIN

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1 1/4" MIN.1 1/2" MAX.

1 1/2"

PEDESTR

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11

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ADA STALL DR. HARDWARE

THE IN

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D O

UTSID

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E CO

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TMEN

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OR

S TO D

ISABLEDAC

CESSIBLE STALLS M

UST BE EQ

UIPPED

WITH

A LOO

P OR

U-SH

APED H

AND

LEIM

MED

IATELY BELOW

THE LATC

H. TH

E LATCH

MU

ST BE FLIP-OVER

STYLE,SLID

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OR

OTH

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ARD

WAR

E NO

T REQ

UIR

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TIGH

T GR

ASPING

OR

TWISTIN

G

U-SH

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AND

LE

18AD

A ACC

ESSIBILITY NO

TES

THESE G

UID

ELINES AR

E BASED U

PON

THE 2010 AD

A STAND

ARD

S FOR

ACC

ESSIBILITY DESIG

N AN

D TH

E 2010 TAS (TEXAS ACC

ESSIBILITY STAND

ARD

S).EFFEC

TIVE MAR

CH

15TH 2012.

1.ALL PER

MAN

ENT SIG

NAG

E MU

ST BE FULLY T.A.S. C

OM

PLIANT.

2 .D

OO

R TH

RESH

OLD

S SHALL N

OT EXC

EED 1/2 IN

(13 MM

). RAISED

THR

ESHO

LDS AN

D FLO

OR

LEVEL CH

ANG

ES AT ACC

ESSIBLE DO

OR

WAYS SH

ALLBE BEVELED

WITH

A SLOPE N

O G

REATER

THAN

1:2.

3.IF A D

OO

R H

AS A CLO

SER, TH

EN TH

E SWEEP PER

IOD

OF TH

E CLO

SERSH

ALL BE ADJU

STED SO

THAT FR

OM

AN O

PEN PO

SITION

OF 70 D

EGR

EES, THE

DO

OR

WILL TAKE AT LEAST 3 SEC

ON

DS TO

MO

VE TO A PO

INT 3 IN

CH

ES (75 MM

)FR

OM

THE LATC

H, M

EASUR

ED TO

THE LEAD

ING

EDG

E OF TH

E DO

OR

.

4.H

AND

LES, PULLS, LATC

HES, LO

CKS, AN

D O

THER

OPER

ATING

DEVIC

ES ON

ACC

ESSIBLE DO

OR

S SHALL H

AVE A SHAPE TH

AT IS EASY TO G

RASP W

ITH O

NE

HAN

D AN

D D

OES N

OT R

EQU

IRE TIG

HT G

RASPIN

G, TIG

HT PIN

CH

ING

, OR

TWISTIN

GO

F THE W

RIST TO

OPER

ATE. LEVER-O

PERATED

MEC

HAN

ISMS, AN

D U

-SHAPED

HAN

DLES AR

E ACC

EPTABLE DESIG

NS. W

HEN

SLIDIN

G D

OO

RS AR

E FULLY O

PEN,

OPER

ATING

HAR

DW

ARE SH

ALL BE EXPOSED

AND

USABLE FR

OM

BOTH

SIDES.

HAR

DW

ARE R

EQU

IRED

FOR

ACC

ESSIBLE DO

OR

PASSAGE SH

ALL BE MO

UN

TEDN

O H

IGH

ER TH

AN 48 IN

(1220 MM

) ABOVE FIN

ISHED

FLOO

R.

5.TH

E MAXIM

UM

FOR

CE FO

R PU

SHIN

G O

R PU

LLING

OPEN

A DO

OR

SHALL BE

AS FOLLO

WS:

(1) FIRE D

OO

RS SH

ALL HAVE TH

E MIN

IMU

M O

PENIN

G FO

RC

EALLO

WABLE BY TH

E APPRO

PRIATE AD

MIN

ISTRATIVE AU

THO

RITY.

(2) OTH

ER D

OO

RS.

(A) EXTERIO

R H

ING

ED D

OO

RS: (R

ESERVED

).(B) IN

TERIO

R H

ING

ED D

OO

RS: 5 LBF (22.2N

).(C

) SLIDIN

G O

R FO

LDIN

G D

OO

RS: 5 LBF. (22.2N

).

THESE FO

RC

ES DO

NO

T APPLY TO TH

E FOR

CE R

EQU

IRED

TO R

ETRAC

T LATCH

BOLTS O

R D

ISENG

AGE O

THER

DEVIC

ES THAT M

AY HO

LD TH

E DO

OR

IN A C

LOSED

POSITIO

N.

6.W

ATER C

LOSET AN

D U

RIN

AL FLUSH

CO

NTR

OLS SH

ALL BE MO

UN

TED O

NTH

E WID

E SIDE O

F TOILET AR

EA, IF ACC

EPTABLE, NO

MO

RE TH

AN 44 IN

CH

ES(1120 M

M) ABO

VE FINISH

ED FLO

OR

.

7.W

ATER C

LOSET H

EIGH

T SHALL BE 17" TO

19" (430 MM

TO 485 M

M)

MEASU

RED

TO TH

E TOP O

F THE TO

ILET SEAT ABOVE FIN

ISH FLO

OR

. SEATSSH

ALL NO

T BE SPRU

NG

TO R

ETUR

N TO

A LIFTED PO

SITION

.

8.H

OT W

ATER AN

D D

RAIN

PIPES UN

DER

LAVATOR

IES SHALL BE IN

SULATED

OR

OTH

ERW

ISE CO

NFIG

UR

ED TO

PRO

TECT AG

AINST C

ON

TACT. TH

ERE SH

ALL BEN

O SH

ARP O

R ABR

ASIVE SUR

FACES U

ND

ER LAVATO

RIES.

9.FAU

CETS C

ON

TRO

LS AND

OPER

ATING

MEC

HAN

ISMS SH

ALL BEO

PERABLE W

ITH O

NE H

AND

AND

SHALL N

OT R

EQU

IRE TIG

HT G

RASPIN

G,

PINC

HIN

G, O

R TW

ISTING

OF TH

E WR

IST. THE FO

RC

E REQ

UIR

ED TO

ACTIVATE

CO

NTR

OLS SH

ALL BE NO

GR

EATER TH

E 5 LBF (22.2N). LEVER

-OPER

ATED, PU

SH-

TYPE, AND

ELECTR

ON

ICALLY C

ON

TRO

LLED M

ECH

ANISM

S ARE EXAM

PLES OF

ACC

EPTABLE DESIG

NS. IF SELF-C

LOSIN

G VALVES AR

E USED

THE FAU

CET

SHALL R

EMAIN

OPEN

FOR

AT LEAST 10 SECO

ND

S.

10.TH

E HIG

HEST O

PERABLE PAR

T OF C

ON

TRO

LS, DISPEN

SERS,

REC

EPTACLES, AN

D O

THER

OPER

ABLE EQU

IPMEN

T SHALL BE PLAC

ED AS

FOLLO

WS:

(A) FOR

FOR

WAR

D APPR

OAC

H TH

E MAXIM

UM

HEIG

HT SH

ALL BE 48" (1220M

M) AN

D M

INIM

UM

IS 15" (380 MM

) ABOVE FLO

OR

, IF EQU

IPMEN

T IS OVER

ANO

BSTRU

CTIO

N SU

CH

AS CO

UN

TERTO

P, REFER

TO AD

A REG

ULATIO

N IN

4.2.5.(B) FO

R SID

E PARALLEL APPR

OAC

H TH

E MAXIM

UM

HEIG

HT SH

ALL BE 54"(1370 M

M) AN

D M

INIM

UM

IS NO

LESS THAN

9" (230 MM

) ABOVE FLO

OR

. IFEQ

UIPM

ENT IS O

VER AN

OBSTR

UC

TION

SUC

H AS C

OU

NTER

TOP, R

EFER TO

ADA

REG

ULATIO

N 4.2.6.

11.SH

ELF HEIG

HTS SH

ALL ALSO C

OM

PLY WITH

OPER

ABLE EQU

IPMEN

TR

ULES FO

R FO

RW

ARD

AND

SIDE APPR

OAC

HES AS O

UTLIN

ED IN

#10 ABOVE.

1 1/4" MIN

.1 1/2" M

AX.1 1/2"

1 1/2"

NO

TE: Y = 54 INM

INIM

UM

IF DO

OR

HAS

CLO

SER

Y OR 48" MIN

X OR

24" MIN

NO

TE: X = 36 IN M

INIM

UM

IF Y = 60 IN; X = 42 IN

MIN

IMU

M IF Y = 54 IN

X

Y

18" MIN

60" MIN

10 ALL DO

OR

S IN ALC

OVES SH

ALL CO

MPLY W

ITH TH

E CLEAR

ANC

ES FOR

FRO

NT APPR

OAC

HES

MAN

EUVER

ING

CLEAR

ANC

ES AT DO

OR

S

NO

TE: Y = 48 IN M

INIM

UM

IF DO

OR

HAS C

LOSER

Y OR 42" MIN

X OR

24" MIN

NO

TE: Y = 48 IN M

INIM

UM

IFD

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R H

AS BOTH

A CLO

SERAN

D A LATC

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Y 0R 42" MIN

X

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OO

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ASBO

TH A C

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AND

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ATER FO

UN

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MA

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2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w

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1819

2021

1213

1415

1716

1819

2021

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

Copyright © 2016 by M

ark Hart

Architecture, INC

. All rightsreserved. The arrangem

entsdepicted herein are the soleproperty of M

ark Hart

Architecture, INC

. and may not

be reproduced in any formw

ithout written perm

ission.

A0.11

02/01/2017

ACCESSIBILITY REQUIREMENTS

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RJL

WE ROCK THE SPECTRUM

CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

02/01/2017

# DESCRIPTION DATE

REF.

LIFE SAFTEY LEGEN

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TOTAL EXIT C

APACITY PR

OVID

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CLEAR

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TH IN

INC

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FIRE EXTIN

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2012 TAS (TEXAS ACC

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OR

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20'3.

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4.EXIT SEPAR

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F DIAG

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F DIAG

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ANEU

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ACC

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AN 34" A.F.F.

5.A M

INIM

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IDE R

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RAB BAR

AT WATER

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A MIN

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AT WATER

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LEVER H

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NU

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AUTO

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OU

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OR

S:1 H

OU

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N:

2 HO

UR

PRO

JECT D

ESCIPTIO

N

THIS PR

OJEC

T IS AN IN

TERIO

R TEN

ANT FIN

ISHO

UT. TH

E PRO

JECT W

ILL INC

LUD

E ARC

HITEC

TUR

AL DESIG

N AN

D C

ON

STRU

CTIO

N TO

INC

LUD

E, BUT N

OT LIM

ITED TO

, MEC

HAN

ICAL,

ELECTR

ICAL, PLU

MBIN

G AN

D FIR

E PRO

TECTIO

N.

SCO

PE OF W

OR

KR

ENO

VATION

LEVEL1

FLOO

R AR

EA3167 SF

SCO

PE OF W

OR

K3167 SF

SCO

PE OF W

OR

K OC

CU

PANC

Y

TYPESQ

FTR

ATIOO

CC

. PER C

OD

E

BUSIN

ESS: GR

OU

P B3167 SF

1/100317

ASSEMBLY: G

RO

UP A-3

01/50

0

STOR

AGE

01/200

0

REC

EPTION

01/7

0

TOTAL SC

OPE O

F WO

RK O

CC

UPAN

CY

317

TOTAL O

CC

UPAN

CY ALLO

WED

BASED O

N EG

RESS W

IDTH

EGR

ESS

# OF EXITS

23

TOTAL EG

RESS W

IDTH

25.4"108.0"

CO

MM

ON

PATH O

F TRAVEL

100'-0"21'-0"

OVER

ALL MAXIM

UM

DISTAN

CE O

F TRAVEL

300'-0"106'-3"

SEPARATIO

N O

F EXITS39'-11"

79'-10"

REQ

UIR

EDPR

OPO

SED

N/A

AA

DD

CC

BB

3 3

1 1

2 2

EXIT

ENTR

ANC

EC

OVER

ED W

ALK

E2

E1

MAIN SPACE

2

ARTS &CRAFTS

10

MEN'S5

WO

MEN'S

6

OFFICE

8

PARTY ROO

M3

QUIET7

CR

ASH PIT

CR

ASH PIT

CR

ASH PIT

ACTIVITY4

RECEPTION

1

BREAK RM.

9

STORAGE

87' - 9 25/32" DIAGONAL

106'-3" TD

21'-0" CP

21'-0" CP18'-11" C

P

18'-1" CP

CFA

CFA

EXIT

ENTR

ANC

E

2 HR

. TENAN

TSEPAR

ATION

WALL

TENAN

TSEPAR

ATION

WALL

11'-2" CP

14'-2" CP

(39''-11 5/32" REQUIRED, 1/2 DIAGONAL)

79' - 10 5/16" SEPARATION

ENTR

ANC

E

EXIT

MA

RK

HA

RT A

RC

HIT

EC

TU

RE

2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w

ww

.markhartarch.com

XT

EAT

T S

EF

O

SA

ROBERLEJEUN

R BO ERTEJ

E UN

20802

TT

REGSTI EREDARCHITE

L

CT

EXP:11/30/17

21

3

BA C D E GF H

45

67

89

1011

I J LK M

2

N O

13

45

67

89

1011

1213

1415

1716

1819

2021

1213

1415

1716

1819

2021

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

Copyright © 2016 by M

ark Hart

Architecture, INC

. All rightsreserved. The arrangem

entsdepicted herein are the soleproperty of M

ark Hart

Architecture, INC

. and may not

be reproduced in any formw

ithout written perm

ission.

A2.00

02/01/2017

LIFE SAFTY PLAN & CODE RESEARCH

RJL

RJL

RJL

WE ROCK THE SPECTRUM

CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

02/01/2017

1/8" = 1'-0"A1

LEVEL 1-LIFE SAFETY0'

4'8'

16'

# DESCRIPTION DATE

SYMBO

LDESCRIPTIO

NREM

ARKS

IND

ICATES TO

BE DEM

OLISH

ED

IND

ICATES EXISTIN

G TO

REM

AIN

DEM

OLITIO

N PLAN

GEN

ERAL N

OTES

DEM

OLITIO

N PLAN

LEGEN

D

DEM

OLITIO

N PLAN

CO

DED

NO

TES

GENERAL DEM

OLITIO

N NOTES:

1.D

EMO

LITION

CO

NSISTS O

F PERFO

RM

ING

ALL DEM

OLITIO

N O

F EXISTING

CO

NSTR

UC

TION

WH

ICH

IN ITS PR

ESENT PO

SITION

WILL IN

TERFER

E WITH

THE

CO

MPLETED

NEW

CO

NSTR

UC

TION

AND

TO PER

FOR

M AN

Y OTH

ER C

UTTIN

GO

R PATC

HIN

G O

F EXISTING

CO

NSTR

UC

TION

AS SHO

WN

ON

THE D

RAW

ING

S.2.

CLEAN

BASE BUILD

ING

CU

RTAIN

WALL G

LASS, FRAM

ES AND

SILLS OR

DR

IPS, SPILLS AND

DEBR

IS. REPAIR

ANY D

AMAG

E CAU

SED BY D

EMO

LITION

.3.

ALL EXISTING

DO

OR

S, FRAM

ES, DO

OR

HAR

DW

ARE, LIG

HT FIXTU

RES,

SWITC

HES N

OT BEIN

G R

EUSED

FOR

THIS PR

OJEC

T SHALL BE R

EMO

VEDFR

OM

THE PR

OPER

TY BY THE C

ON

TRAC

TOR

.4.

PATCH

ALL FLOO

R, C

EILING

AND

WALL SU

RFAC

ES AS WELL AS ALL

ADJAC

ENT SU

RFAC

ES EFFECTED

BY DEM

OLITIO

N W

ITH SIM

ILAR M

ATERIALS

AS NEC

ESSARY TO

ACH

IEVE UN

IFOR

M, N

EW APPEAR

ANC

E (I.E. GW

BPER

IMETER

WALLS, D

EMISIN

G W

ALLS, CO

RE ETC

.). PATCH

ES SHALL BE

IMPER

CEPTIBLE.

5.IN

ALL AREAS W

HER

E DEM

OLITIO

N (R

EMO

VAL OF PAR

TITION

S, ETC.)

CAU

SES UN

EVENN

ESS IN TH

E FLOO

R. TH

E CO

NTR

ACTO

R SH

ALL PATCH

TOLEVEL TH

E FLOO

R TO

REC

EIVE FINISH

ED FLO

OR

ING

.

DEMO

LITION INCLUDES BUT IS NO

T LIMITED TO

THE FOLLO

WING

:1.

FUR

THER

DEM

OLITIO

N AD

MIN

ISTRATIVE R

EQU

IREM

ENTS AR

E TO BE

PRO

VIDED

PER SPEC

IFICATIO

NS SH

EET OR

MAN

UAL. IF N

EITHER

ISPR

OVID

ED, PLEASE C

ON

TACT AR

CH

ITECT IM

MED

IATELY FOR

VERIFIC

ATION

.

PARTITIONS:

1.R

EMO

VAL OF EXISTIN

G PAR

TITION

S, INC

LUD

ING

DO

OR

S, FRAM

ES, AND

THER

MO

STATS, ELECTR

ICAL W

ITHIN

PARTITIO

NS SH

ALL BE REM

OVED

ASIN

DIC

ATED O

N TH

E DR

AWIN

GS. G

C TO

RELO

CATE AN

Y THER

MO

STAT TO A

LOC

ATION

SUITABLE BY AR

CH

ITECT AN

D M

EP ENG

INEER

.2.

ALL EXISTING

DO

OR

S DESIG

NATED

FOR

REM

OVAL IN

CLU

DIN

G FR

AMES

SHALL BE R

EUSED

WH

ERE TH

E SAME TYPE D

OO

R IS APPLIC

ABLE U.N

.O..

ALL REU

SED D

OO

RS TO

BE REFIN

ISHED

/ REPAIN

TED AS SPEC

IFIED W

ITHBLEM

ISHES R

EPAIRED

. ALL EXISTING

HAR

DW

ARE SH

ALL BE RETAIN

ED FO

RR

EUSE AS N

OTED

IN TH

E DEM

OLITIO

N PLAN

STAND

ARD

S. ANY M

ATERIALS

SHALL BE G

RO

UPED

AND

STACKED

NEATLY IN

ON

E LOC

ATION

. PRO

TECT

ALL ITEMS FR

OM

DAM

AGE. IF ITEM

S REM

OVED

ARE N

OT R

EQU

IRED

BYEITH

ER O

WN

ER O

R TEN

ANT TH

EY SHALL BEC

OM

E THE PR

OPER

TY OF TH

EC

ON

TRAC

TOR

AND

REM

OVED

FRO

M TH

E SITE AS WO

RK PR

OG

RESSES.

CEILING:

1.R

EMO

VE EXISTING

LIGH

TS. EXISTING

LIGH

T FIXTUR

ES WILL N

OT BE R

EUSED

.2.

REM

OVE EXISTIN

G C

EILING

TILE AND

GR

ID. C

EILING

TILE AND

GR

ID W

ILL NO

TBE R

EUSED

.3.

DIFFU

SERS, EXIT SIG

NS, ETC

. SHALL BE R

EUSED

AS NO

TED IN

DEM

OLITIO

NPLAN

STAND

ARD

S IF IN G

OO

D C

ON

DITIO

N. PR

OTEC

T AND

NU

MBER

IN O

NE

LOC

ATION

. CO

OR

DIN

ATE WITH

ARC

HITEC

T.

FINISHES:1.

REM

OVE EXISTIN

G W

ALLCO

VERIN

G U

.N.O

.

POW

ER AND COM

MUNICATIO

N:1.

ALL ELECTR

ICAL, TELEPH

ON

E, DATA AN

D PLU

MBIN

G ITEM

S NO

T TO R

EMAIN

IN EXISTIN

G LO

CATIO

N SH

ALL BE REM

OVED

1/2" BEHIN

D TH

E FINISH

FAC

EO

F SUR

FACE. R

EMAIN

ING

HO

LES SHALL BE C

APPED AN

D PATC

HED

TOPR

OVID

E A FLUSH

SUR

FACE TH

AT WILL M

ATCH

ADJAC

ENT SU

RFAC

ES.

HVAC:1.

SALVAGE FO

R R

EUSE D

IFFUSER

S (INC

LUD

ING

SLOT D

IFFUSER

S) AS NO

TEDO

N D

EMO

LITION

PLAN STAN

DAR

DS.

2.LEAVE PER

IMETER

SLOT AN

D AN

Y ASSOC

IATED D

UC

TWO

RK IN

TACT.

PLUMBING

:1.

SPRIN

KLER M

AIN, PIPIN

G AN

D H

EADS AR

E TO R

EMAIN

FOR

FUTU

RE

RELO

CATIO

N.

DEBRIS REMO

VAL:1.

CO

ND

UC

T DEM

OLITIO

N O

PERATIO

N AN

D TH

E REM

OVAL O

F DEBR

IS AND

EQU

IPMEN

T TO IN

SUR

E MIN

IMU

M IN

TERFER

ENC

E WITH

EXISTING

BUSIN

ESSO

PERATIO

N. C

ON

SULT W

ITH BU

ILDIN

G O

WN

ER FO

R AN

Y RU

LES AND

REG

ULATIO

NS R

EGAR

DIN

G H

OU

RS, D

UM

PSTERS AN

D R

EMO

VAL.ELEVATO

R M

UST BE PR

OTEC

TED AN

D TIM

ING

MU

ST BE CO

OR

DIN

ATED W

ITHBU

ILDIN

G O

WN

ER. IN

SUR

E PRO

TECTIO

N O

F PERSO

NS AR

OU

ND

THE

DEM

OLITIO

N AR

EA. USE TEM

POR

ARY EN

CLO

SUR

ES AND

OTH

ER SU

ITABLEM

ETHO

DS TO

LIMIT TH

E AMO

UN

T OF D

UST AN

D D

IRT R

ISING

AND

SCATTER

ING

IN TH

E AIR TO

THE LO

WEST PR

ACTIC

AL LEVEL. CO

NTR

ACTO

RSH

ALL KEEP DEM

OLITIO

N D

EBRIS O

UT O

F THE BU

ILDIN

G C

OR

RID

OR

S.2.

RELO

CATIO

N O

F ITEMS IN

VOLVED

IN TH

E WO

RK IS SU

BJECT TO

THE

CO

NTR

ACTO

R'S ABILITY TO

DO

SO W

ITHO

UT PER

MAN

ENTLY D

AMAG

ING

OR

MAR

RIN

G TH

E ITEMS TO

BE RELO

CATED

. IF THE C

ON

TRAC

TOR

S IS UN

ABLETO

RELO

CATE TH

E ITEMS AS PR

ESCR

IBED. SU

BSTITUTIO

N O

F NEW

MATER

IAL IN LIEU

OF R

ELOC

ATION

IS ACC

EPTABLE. CO

NTR

ACTO

R M

AYELEC

T TO U

SE NEW

MATER

IALS TO M

ATCH

EXISTING

IN LIEU

OF

RELO

CATIO

N AT H

IS OW

N C

ON

VENIEN

CE FO

R N

O AD

DITIO

NAL C

OST.

3.D

EBRIS R

ESULTIN

G FR

OM

THE D

EMO

LITION

AND

CO

NSTR

UC

TION

SHALL BE

REM

OVED

FRO

M TH

E BUILD

ING

SITE ON

A DAILY BASIS.

4.C

LEAN AD

JACEN

T WO

RK O

F DU

ST, DIR

T AND

DEBR

IS CAU

SED BY

DEM

OLITIO

N O

PERATIO

NS. R

ETUR

N AD

JACEN

T AREAS TO

CLEAN

CO

ND

ITION

(SIMILAR

TO PR

IOR

DEM

OLITIO

N) AFTER

CO

MPLETIO

N.

MISCELLANEO

US REQUIREM

ENTS:1.

IF CO

NTR

ACTO

R D

ISCO

VERS EXISTIN

G C

ON

DITIO

NS W

HIC

H AR

E NO

TIN

DIC

ATED O

N TH

E DR

AWIN

GS. C

ON

TRAC

TOR

SHALL N

OTIFY TH

EAR

CH

ITECT IM

MED

IATELY BOTH

VERBALLY AN

D IN

WR

ITING

PRIO

R TO

PRO

CEED

ING

WITH

THAT PO

RTIO

N O

F THE W

OR

K.2.

EACH

SPECIFIC

ITEM O

F CU

TTING

, PATCH

ING

OR

FITTING

IS NO

TN

ECESSAR

ILY DESC

RIBED

EACH

SPECIFIC

ITEM O

F CU

TTING

, PATCH

ING

OR

FITTING

IS NO

T NEC

ESSARILY D

ESCR

IBED IN

STRU

CTIO

N FO

R C

UTTIN

G,

PATCH

ING

OR

FITTING

SHALL N

OT R

ELIEVE THE C

ON

TRAC

TOR

FRO

MR

ESPON

SIBILITY TO PER

FOR

M AS R

EQU

IRED

CO

MPLETIN

G TH

E WO

RK.

1.D

EMO

LITION

IS TO BE PER

FOR

MED

BY THE TEN

ANT'S C

ON

TRAC

TOR

UN

DER

THE

SEPARATE D

EMO

LOLITIO

N PER

MIT.

2.D

EMO

ALL EXISTING

FLOO

R C

OVER

ING

S, CASEW

OR

K, FIXTUR

ES AND

EQU

IPMEN

T.3.

IT IS THE C

ON

TRAC

TOR

S RESPO

NSIBILITY TO

CO

NTAC

T ARC

HITEC

T TO C

OO

RD

INATE

ANY Q

UESTIO

NABLE ITEM

S OR

TO R

EPOR

T ANY D

ISCR

EPANC

IES PRIO

R TO

CO

MM

ENC

ING

WO

RK.

AA

DD

EXIT

ENTR

ANC

E

CO

VERED

WALK

TENAN

T SEPARATIO

NW

ALL TO R

EMAIN

E2

E1

39' - 11 3/4"

7' - 11 3/4"

48' - 11 9/16"

79' - 9 3/8"

CC

BB

25' - 0 1/8" 30' - 0" 24' - 9 1/4"

3 3

1 1

40' - 11 1/2"

2 2

11' - 0 1/4"29' - 11 1/4"

24' - 8 1/8"4' - 11 1/2"

10' - 4 1/8"

8' - 3 1/2"

11' - 2 5/8" 4' - 10 7/8" 13' - 2 15/16" 24' - 8 9/16" 24' - 3"

8' - 3 3/4"

6' - 4 3/4"6' - 3 1/2"

22' - 10 7/16" 6' - 6" 37' - 6 1/4" 10' - 3 13/16" 1' - 1 1/2"

3' - 11 3/4"

6" STEEL CO

LUM

N

6" STEEL CO

LUM

N

AA

DD

CC

BB

3 3

1 1

2 2

EXIT

ENTR

ANC

E

CO

VERED

WALK

TENAN

T SEPARATIO

N W

ALL

E2

E1

39' - 11 3/4"

7' - 11 3/4"

48' - 11 9/16"

79' - 9 3/8"

25' - 0 1/8" 30' - 0" 24' - 9 1/4"

40' - 11 1/2"

11' - 0 1/4"29' - 11 1/4"

24' - 8 1/8"4' - 11 1/2"

10' - 4 1/8"

8' - 3 1/2"

11' - 2 5/8" 4' - 10 7/8" 13' - 2 15/16" 24' - 8 9/16" 24' - 3"

8' - 3 3/4"

6' - 4 3/4"6' - 3 1/2"

22' - 10 7/16" 6' - 6" 37' - 6 1/4" 10' - 3 13/16" 1' - 1 1/2"

3' - 11 3/4"

6" STEEL CO

LUM

N

6" STEEL CO

LUM

N

DINING AREA

1

KITCHEN2

OFFICE

3

DINING AREA

4

CORRIDOR5

R.R.6

R.R.7

STORAG

E8

MA

RK

HA

RT A

RC

HIT

EC

TU

RE

2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w

ww

.markhartarch.com

XT

EAT

T S

EF

O

SA

ROBERLEJEUN

R BO ERTEJ

E UN

20802

TT

REGSTI EREDARCHITE

L

CT

EXP:11/30/17

21

3

BA C D E GF H

45

67

89

1011

I J LK M

2

N O

13

45

67

89

1011

1213

1415

1716

1819

2021

1213

1415

1716

1819

2021

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

Copyright © 2016 by M

ark Hart

Architecture, INC

. All rightsreserved. The arrangem

entsdepicted herein are the soleproperty of M

ark Hart

Architecture, INC

. and may not

be reproduced in any formw

ithout written perm

ission.

A3.00

02/01/2017

DEMOLITION PLAN

RJL

RJL

RJL

WE ROCK THE SPECTRUM

CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

02/01/2017

1/8" = 1'-0"A9

LEVEL 1-DEMO

LITION

1/8" = 1'-0"A1

LEVEL 1-EXISTING

# DESCRIPTION DATE

REF.

GENRAL REQ

UIREMENTS:

1.C

ON

TRAC

TOR

SHALL BE R

ESPON

SIBLE FOR

ALL SHO

P DR

AWIN

GS AN

D SU

BMITTALS

REQ

UIR

ED BY JU

RISD

ICTIO

N FO

R PER

MITTIN

G AN

D FIN

AL INSPEC

TION

S. THESE M

AYIN

CLU

DE BU

T ARE N

OT LIM

ITED TO

FIRE ALAR

M, SPR

INKLER

, LOW

VOLTAG

E WO

RK

ETC. ALL LIG

HT FIXTU

RES AN

D FIN

ISH M

ATERIALS W

ILL REQ

UIR

E FULL PR

OD

UC

TSU

BMITTALS.

2.IN

STALLATION

, SUBM

ITTAL REQ

UIR

EMEN

TS AND

ADM

INISTR

ATIVE REQ

UIR

EMEN

TS ARE

TO BE PR

OVID

ED PER

SPECIFIC

ATION

S SHEET O

R M

ANU

AL. IF NEITH

ER IS PR

OVID

ED,

PLEASE CO

NTAC

T ARC

HITEC

T IMM

EDIATELY FO

R VER

IFICATIO

N.

3.C

ON

TRAC

TOR

TO TH

OR

OU

GH

LY FIELD VER

IFY SPACE PR

IOR

TO PR

ICIN

G TO

INSU

RE

FIELD C

ON

DITIO

NS, D

IMEN

SION

S AND

QU

ANTITIES AR

E CO

NSID

ERED

IN PR

EPARATIO

NO

F FINAL C

OSTS.

4.C

ON

TRAC

TOR

TO VER

IFY PENETR

ATION

S THR

OU

GH

PARTITIO

NS (SU

CH

ASD

UC

TWO

RK ETC

.) TO IN

SUR

E THAT AD

EQU

ATE BRAC

ING

AND

REIN

FOR

CEM

ENT AR

EPR

OVID

ED.

5.C

ON

TRAC

TOR

SHALL PR

OVID

E LABOR

+ MATER

IAL AS REQ

UIR

ED FO

R W

OR

K WH

ICH

MAY N

OT FALL IN

TO JU

RISD

ICTIO

N O

F A SPECIFIC

TRAD

E BUT IS R

EQU

IRED

FOR

PRO

PER JO

B EXECU

TION

AND

CO

MPLETIO

N O

F CO

NSTR

UC

TION

.6.

CO

NTR

ACTO

R AN

D VEN

DO

RS SH

ALL DETER

MIN

E AVAILABILITY OF ALL M

ATERIALS. AN

YD

ELIVERY SC

HED

ULE TH

AT POTEN

TIALLY MAY C

AUSE C

OO

RD

INATIO

N PR

OBLEM

SD

UR

ING

THE C

ON

STRU

CTIO

N / IN

STALLATION

SCH

EDU

LE SHALL BE BR

OU

GH

T TO TH

EATTEN

TION

OF TH

E ARC

HITEC

T EARLY O

N, FO

R PO

SSIBLE REEVALU

ATION

OF

MATER

IAL DESIG

NATIO

N.

GENERAL PARTITIO

N NOTES:

1.R

EFER TO

GEN

ERAL PAR

TITION

STAND

ARD

S FOR

TYPICAL IN

FOR

MATIO

N.

2.TH

E PARTITIO

N ABO

VE DO

OR

S SHALL BE O

F SAME C

ON

STRU

CTIO

N AS TH

E ADJAC

ENT

PARTITIO

N.

3.C

AULK G

APS WH

ERE IN

TERSEC

TION

S OF C

ON

STRU

CTIO

N ELEM

ENTS AR

E NO

T CR

ISPAN

D C

ON

SISTENT. C

OO

RD

INATE C

AULKIN

G & SEALIN

G W

ITH SPEC

IFICATIO

NS SH

EETO

R M

ANU

AL, INSTALL PER

MAN

UFAC

TUR

ERS IN

STRU

CTIO

NS.

4.FLO

OR

LEVEL AT DO

OR

WAYS SH

ALL BE PRO

VIDED

TO IN

SUR

E TOLER

ANC

ES IN D

OO

RD

ETAILS. GC

SHO

ULD

OR

DER

DO

OR

S AND

FRAM

ES FOR

SCR

IBE TO IN

SUR

E THAT

UN

DER

CU

T CLEAR

ANC

E PER D

ETAILS.5.

CO

NTR

ACTO

R SH

ALL VERIFY EXISTIN

G W

ALL / DEM

ISING

WALL / C

OR

E WALLS TO

INFILL

AND

PATCH

ANY O

PENIN

G TO

MEET R

EQU

IRED

FIRE R

ATING

S.DIM

ENSIONS:

1.SC

ALES AS STATED AR

E VALID O

N TH

E OR

IGIN

AL DR

AWIN

G O

NLY. D

O N

OT SC

ALEFR

OM

THESE D

RAW

ING

S. WR

ITTEN D

IMEN

SION

S TAKE PREC

EDEN

CE O

VER G

RAPH

ICPR

ESENTATIO

N. D

ETAIL DIM

ENSIO

NS TAKE PR

ECED

ENC

E OVER

PLAN D

IMEN

SION

S.2.

NO

TIFY ARC

HITEC

T OF AN

Y DIM

ENSIO

NAL D

ISCR

EPANC

IES. ANY M

OD

IFICATIO

NS O

RD

EVIATION

TO BE BR

OU

GH

T TO TH

E ATTENTIO

N O

F THE AR

CH

ITECT FO

R R

EVIEW AN

DAPPR

OVAL.

3.ALL VER

TICAL D

IMEN

SION

S SHALL BE TAKEN

FRO

M A "BEN

CH

MAR

K" OR

OTH

ERSIM

ILAR G

UID

E ESTABLISHED

PRIO

R TO

THE STAR

T OF C

ON

STRU

CTIO

N. H

IGH

POIN

TS,LO

W PO

INTS, IR

REG

ULAR

ITIES IN FLO

OR

SLAB WH

ICH

CO

ULD

AFFECT FABR

ICATIO

N /

INSTALLATIO

N, W

OR

K OF O

THER

TRAD

ES OR

VEND

OR

S SHALL BE BR

OU

GH

T TO TH

EATTEN

TION

OF AR

CH

ITECT.

MATERIALS:

1.U

.N.O

. INSTALL M

OISTU

RE R

ESISTANT G

WB AT AR

EAS EXPOSED

TO M

OISTU

RE

INC

LUD

ED BU

T NO

T LIMITED

TO TO

ILETS, BREAKR

OO

M C

OU

NTER

S AND

OTH

ER SIN

KLO

CATIO

NS. U

.N.O

. ON

DR

AWIN

GS, ALL W

ALLS ON

INTER

IOR

SIDE O

F SHO

WER

RO

OM

SAN

D TH

E PLUM

BING

WALL W

ITHIN

TOILET R

OO

MS AR

E TO IN

CLU

DE "AQ

UA TO

UG

H"

GW

B.2.

ALL NEC

ESSARY W

OO

D BLO

CKIN

G / G

RO

UN

DS ETC

. ARE TO

BE FIRE R

ETARD

ANT

TREATED

. GC

SHALL FU

LLY CO

OR

DIN

ATE SETTING

AND

PLACEM

ENT TO

THESE

ELEMEN

TS AND

INSU

RE TH

AT LOC

AL CO

DE / BU

ILDIN

G R

EQU

IREM

ENTS AR

E MET.

3.G

RO

UN

DS / BLO

CKIN

G M

AY NO

T BE WH

OLLY SH

OW

N O

N D

RAW

ING

. GO

OD

CO

NSTR

UC

TION

PRAC

TICE SH

ALL GO

VERN

/ DETER

MIN

E SAID U

SE.4.

INTER

NAL W

OO

D BLO

CKIN

G SH

ALL BE PRO

VIDED

FOR

STUR

DY AN

CH

OR

AGE AT

INTER

SECTIO

NS O

F WO

OD

/GLASS BO

RR

OW

ED LIG

HT PAR

TITION

S AND

ADJAC

ENT

DR

YWALL C

ON

STRU

CTIO

N.

AA

DD

CC

BB

3 3

1 1

2 2

EXIT

ENTR

ANC

EC

OVER

ED W

ALK

2 HR

. TENAN

TSEPAR

ATION

WALL

E2

E1

79' - 9 3/8"

25' - 0 1/8" 30' - 0" 24' - 9 1/4"

40' - 11 1/2"

11' - 0 1/4"29' - 11 1/4"

8' - 3 1/2"

24' - 3"

6' - 4 3/4"6' - 3 1/2"

1488.82 SF

MAIN SPACE

2

ARTS &CRAFTS

10

MEN'S5

WO

MEN'S

6

8' - 0" 1' - 1 1/2"

EXISTING

6"STEEL C

OLU

MN

CLIM

BING

WALL

11' - 0"

4' - 0"

10' - 0"

OFFICE

8

PARTY ROO

M3

11' - 1 1/2"

QUIET7

EQEQ

EXIT

4' - 0"4' - 0"

2' - 2"

8' - 0"

18" D. 42" H

.BAR

TOP

30" D. 34" H

.C

OU

NTER

TOP

(ADA C

OM

PLIANT)

13' - 0"

15' - 0" 42' - 0" 1' - 0"

CR

ASH PIT

CR

ASH PIT

CR

ASH PIT

ZIPLINE PO

ST

12' - 0"8' - 3 3/4" 37' - 3 1/4"

ACTIVITY4

ZIPLINE PO

ST

ZIPLINE PO

ST

5' - 2 1/16"

8' - 0"8' - 0"

RECEPTION

1

10' - 0"17' - 2 3/4"

11' - 11 1/4"

BREAK RM.

9

9' X 6' ENG

.STEELFR

AME

16' X 20'EN

G.

STEELFR

AME

4' - 0"

5' - 10 1/2"

8' W. BU

LLETINBO

ARD

8' W. SLAT

BOAR

D

5' - 0" 4' - 0"

STORAGE

A4.00K17

A4.00F17

A4.00A17

E1

1.6" (20 G

AUG

E MTL STU

D) @

16"O

.C. TO

BOTTO

M R

OO

F DEC

K.2.

(2) LAYERS 5/8" TYPE "X" G

YP.TO

BOTTO

M O

F DEC

K.3.

R-21 SO

UN

D ATTEN

UATIO

NBATTS.

3

8 9/16"

12

3

NO

TE: FIRE C

AULK PER

CO

DE

REQ

UIR

EMEN

TS

2 HOUR RATED

DEMISING

WALL

1.3 5/8" (20 G

AUG

E MTL STU

D) @

24" O.C

. TO 6" ABO

VEAD

JACEN

T CEILIN

G.

2.5/8" G

YP. BD. FU

LL HT. O

FSTU

DS.

1

4 7/8"

12

1.3 5/8" (20 G

AUG

E MTL STU

D) @

24" O.C

. TO 6" ABO

VEAD

JACEN

T CEILIN

G.

2.5/8" G

YP. BD. FU

LL HT. O

FSTU

DS.

3.SO

UN

D ATTEN

UATIO

N BATTS.

2

4 7/8"

12

3

1.3 5/8" (20 G

AUG

E MTL STU

D) @

24" O.C

. TO 6" ABO

VE ADJAC

ENT

CEILIN

G.

2.5/8" G

YP. BD. FU

LL HT. O

FSTU

DS.

3.EXISTIN

G H

OR

IZON

TAL GIR

TS.4.

EXISTING

INSU

LATION

.5.

EXISTING

METAL PAN

ELC

LADD

ING

.

41

23

45

1' - 6"6"

1.D

OO

RS SH

ALL BE LOC

ATED 6" FR

OM

ADJAC

ENT W

ALL ON

HIN

GE SID

E OR

ASFO

LLOW

S BELOW

, U.N

.O.

2.SEE SH

EET A0.11 FOR

ACC

ESIBILITYR

EQU

IREM

ENTS.

GENERAL NO

TE:PATC

H AN

D R

EPAIR ALL D

AMAG

E TOEXISTIN

G W

ALLS TO R

EMAIN

, AS NEED

ED.

PREP W

ALLS FOR

NEW

PRIM

ER/PAIN

T.

REEFER

TO D

OO

R SC

HED

ULE FO

RD

ETAILED IN

FOR

MATIO

N

1EXISTIN

G D

OO

R TO

REM

AIN

2ELEC

TRIC

AL PANELS LO

CATIO

N (R

EFER TO

MEP D

RAW

ING

S FOR

EXACT

LOC

ATION

). WALL M

AY NEED

TO BE BU

LT OU

T TO ALLO

W PAN

EL FACE TO

BE FLUSH

WITH

WALL IF N

ECC

ESSARY.

3W

ALL MO

UN

TED 1'-11" X 2'-11" M

IRR

OR

AT 3'-4" MAX FR

OM

FLOO

R FIN

ISHTO

REFLEC

TIVE SUR

FACE, C

ENTER

ED O

N W

ALL.

AA

DD

CC

BB

3 3

1 1

2 2

A4.00K9

687.75 SF

STORAG

E/MECHANICAL

12A4.00

A7

AT

T S

XE

TE

FO

SA

MARKW.HART

20562

REGISTEREDARCHITECT

21

3

BA C D E GF H

45

67

89

1011

I J LK M

2

N O

13

45

67

89

1011

1213

1415

1716

1819

2021

1213

1415

1716

1819

2021

Copyright©

2014 by VERB Architecture, LLC

. All rightsreserved. The arrangem

ents depicted herein are the soleproperty of VER

B Architecture, LLC and m

ay not bereproduced in any form

without w

ritten permission.

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

EXP:2017-01-31

2007 S. 1ST STREET AU

STIN, TX 78704

512-680-7905

MAR

K HAR

T, AIA, LEED AP

A3.10

02/01/2017

PROPOSED PLAN

RJL

RJL

RJL

WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING

CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

# DESCRIPTION DATE

12" = 1'-0"A18

FLOO

R PLAN GENERAL NO

TES 1/8" = 1'-0"

A9LEVEL 1-PRO

POSED

0'4'

8'16'

1" = 1'-0"K18

PARTITION TYPE SCHEDULE

1/4" = 1'-0"H18

PARTITION PLAN TYPICAL

12" = 1'-0"

FLOO

RPLAN KEY NOTES

1/8" = 1'-0"A1

LEVEL 2-PROPO

SED

3R

EFLECTED

CEILIN

G LEG

END

2R

EFLECTED

CEILIN

G LEG

END

SYMBO

LD

ESCR

IPTION

TYPE

AB

2' X 2' LAY-IN AC

OU

STICAL TILE C

EILING

SYSTEM- ALL N

EW TILE & G

RID

ARE TO

BE USG

,FIN

E FISSUR

ED, TEG

ULAR

9/16 -WH

ITE

GYPSU

M BO

ARD

ON

DR

YWALL

SUSPEN

SION

SYSTEM - SH

OW

ERSTALLS PT-5 W

HITE PAIN

T

SYMBO

L6" R

ECESSED

FLUO

RESC

ENT D

OW

NLIG

HT W

ITH C

LEAR APER

TUR

E

DESC

RIPTIO

N

B

A2X4 3 LAM

P T8 FIXTUR

E

EXIST SIGN

S

REFLEC

TED C

EILING

PLAN G

ENER

AL NO

TES4 G

ENERAL REQUIREM

ENTS1.

REFER

TO PAR

TITION

PLAN FO

R TYPIC

AL GEN

ERAL R

EQU

IREM

ENTS IN

CLU

DIN

GSU

BMITTAL R

EQU

IREM

ENTS.

GEN

ERAL C

EILING

NO

TES:2.1.1 R

EFER TO

GEN

ERAL R

EFLECTED

CEILIN

G STAN

DAR

DS FO

R TYPIC

ALIN

FOR

MATIO

N.

2.1.2 INSPEC

TION

S AS REQ

UIR

ED BY LO

CAL AU

THO

RITIES SH

ALL BE CO

MPLETED

PRIO

R TO

CLO

SING

OF C

EILING

.2.1.3 C

EILING

PLANE SH

ALL BE LEVEL AND

TRU

E AND

IN ALIG

NM

ENT W

ITH ALL LIG

HT

SPRIN

KLER, H

VAC AN

D O

THER

ELEMEN

TS INC

OR

POR

ATED IN

ITS CO

NSTR

UC

TION

2.1.4 FASCIAS / SO

FFITS SHALL BE LEVEL AN

D TR

UE, FR

EE OF SU

RFAC

E DISTO

RTIO

NAN

D D

IMEN

SION

ED AC

CO

RD

ING

TO D

ETAILS SHO

WN

.2.1.5 M

ECH

ANIC

AL, HVAC

AND

PLUM

BING

ELEMEN

TS SHALL AT N

O TIM

E CO

ME IN

CO

NTAC

T WITH

CEILIN

G C

ON

STRU

CTIO

N EXC

EPT AS NEC

ESSARY PEN

ETRATIO

NS M

AYR

EQU

IRE.

2.1.6 DIM

ENSIO

NS:

A. SCALES AS STATED

ARE VALID

ON

THE O

RIG

INAL D

RAW

ING

ON

LY. DO

NO

T SCALE

FRO

M TH

ESE DR

AWIN

GS. W

RITTEN

DIM

ENSIO

NS TAKE PR

ECED

ENC

E OVER

GR

APHIC

PRESEN

TATION

. DETAIL D

IMEN

SION

S TAKE PREC

EDEN

CE O

VER PLAN

DIM

ENSIO

NS.

B. NO

TIFY ARC

HITEC

T OF AN

Y DIM

ENSIO

NAL D

ISCR

EPANC

IES. ANY M

OD

IFICATIO

NS O

RD

EVIATION

TO BE BR

OU

GH

T TO TH

E ATTENTIO

N O

F THE AR

CH

ITECT FO

R R

EVIEW AN

DAPPR

OVAL.

C. LIG

HTS SH

OW

N IN

2x2 CEILIN

G TILES SH

ALL BE CEN

TERED

IN TH

AT TILE, U.N

.O.

D. C

ON

TRAC

TOR

TO C

OO

RD

INATE W

ITH AR

CH

ITECT IF AN

Y LOC

ATION

OF LIG

HT

FIXTUR

ES OR

DEVIC

ES ARE N

OT SH

OW

N D

IMEN

SION

ALLY PRIO

R TO

INSTALLATIO

N.

2.1.7 PRO

VIDE SEM

I-RIG

ID SO

UN

D ATTEN

UATIO

N BLAN

KETS WH

ERE IN

DIC

ATED O

ND

ETAILS OR

PLAN.

2.1.8 CO

NTR

ACTO

R SH

ALL VERIFY W

ITH BU

ILDIN

G M

ANAG

EMEN

T IF ENER

GY

MAN

AGEM

ENT SYSTEM

IS IN U

SE AND

IF TENAN

T SYSTEMS AR

E REQ

UIR

ED TO

BE TIEDIN

TO SAID

MAN

AGEM

ENT SYSTEM

. THIS W

OR

K SHALL BE PAR

T OF TH

E OVER

ALLC

ON

TRAC

T IF REQ

UIR

ED.

2.2 CO

OR

DIN

ATION

ACC

ESS:2.2.1 AC

CESS SH

ALL BE PRO

VIDED

BY GC

AS REQ

UIR

ED FO

R IN

STALLATION

AND

MAIN

TENAN

CE O

F MEC

HAN

ICAL, ELEC

TRIC

AL, DATA AN

D O

THER

ELEMEN

TS WITH

INC

EILING

PLENU

M AN

D AS R

EQU

IRED

BY CO

DE. TH

IS ACC

ESS SHALL BE R

EVIEWED

WITH

THE BASE BU

ILDIN

G EN

GIN

EER TO

CO

NFIR

M SU

ITABILITY FOR

GEN

ERAL

MAIN

TENAN

CE.

2.2.2 LOC

ATION

S FOR

SPECIAL AC

CESS D

OO

RS, H

ATCH

ES SHALL BE C

OO

RD

INATED

WITH

OTH

ER TR

ADES AN

D APPR

OVED

BY THE AR

CH

ITECT. ELEC

TRIC

AL, MEC

HAN

ICAL

SYSTEMS AN

D VALVES ETC

.. REQ

UIR

ING

ACC

ESS ABOVE G

WB O

R H

ARD

CEILIN

GS

SHALL BE M

OVED

TO A SU

ITABLE LOC

ATION

IDEN

TIFIED BY TH

E ARC

HITEC

T SO TH

ATAC

CESS H

ATCH

ES ARE N

OT R

EQU

IRED

.2.2.3 PR

OVID

E LINED

"Z" BOO

TS AT ALL TRAN

SFER D

UC

TS AND

WH

ERE R

ETUR

NVEN

TILATION

IS REQ

UIR

ED AT FU

LL HEIG

HT

PARTITIO

NS.

2.2.4 MEC

HAN

ICAL AN

D ELEC

TRIC

AL CO

NTR

ACTO

R SH

ALL CO

OR

DIN

ATE WO

RK

BETWEEN

THE EN

GIN

EERIN

G AN

D TH

E ARC

HITEC

TUR

AL DR

AWIN

GS:

ARC

HITEC

TUR

AL CEILIN

G PLAN

SHALL G

OVER

N W

ITH R

ESPECT TO

AESTHETIC

CO

NSID

ERATIO

NS, Q

UAN

TITY, LOC

ATION

S FOR

FIXTUR

ES, DEVIC

ES ETC.

CO

NTR

ACTO

R SH

ALL BE RESPO

NSIBLE FO

R VER

IFICATIO

N O

F QU

ANTITIES (N

EW O

REXISTIN

G) IN

DIC

ATED O

N PLAN

S.

MEC

HAN

ICAL AN

D ELEC

TRIC

AL CEILIN

G PLAN

SHALL G

OVER

N W

ITH R

ESPECT TO

FUN

CTIO

NAL C

ON

SIDER

ATION

S AND

OVER

ALL SCO

PE OF W

OR

K.

2.3 LAMPIN

G / SW

ITCH

ING

:2.3.1 W

HEN

ENG

INEER

ING

DO

CU

MEN

TS DO

NO

T EXIST:ALL D

OW

NLIG

HTS (IN

CAN

DESC

ENT O

R LO

W VO

LTAGE) SH

ALL BE ON

A SING

LE DIM

MER

RESPEC

TIVELY.ALL W

ALL WASH

ERS SH

ALL BE ON

DIM

MER

S PER AR

CH

ITECT'S IN

STRU

CTIO

N.

CO

NSU

LT WITH

ARC

HITEC

T FOR

QU

ANTITY IN

A GIVEN

RO

OM

.ALL O

FFICES SH

ALL BE SWITC

HED

IND

EPEND

ENTLY.

ALL CO

RR

IDO

R SH

ALL BE ON

A TIMED

SWITC

H BAN

K PER Q

UAD

RAN

T IN A LO

CATIO

NC

OO

RD

INATED

BY THE AR

CH

ITECT.

2.4 G.C

TO R

ELOC

ATE SPRIN

KLER H

EADS AS R

EQU

IRED

AND

OBTAIN

NEC

ESSARY

ENG

INEER

ING

PERM

ITS REQ

UIR

ED, IF APPLIC

ABLE.

9'-0" A.F.F. | BC

EILING

HEIG

HT FR

OM

A.F.F. (VERIFY

ALL EXISTING

CO

ND

ITION

S)C

EILING

TYPE

CEILIN

GSYM

BOL

CH

ANG

ING

PEND

ANT

OPEN

TO ABO

VE

2' - 0"A.F.F.

A10' - 0"

A.F.F.A

8' - 6"

A.F.F.B

8' - 6"A.F.F.B

8' - 6"

A.F.F.A

8' - 6"

A.F.F.A

8' - 6"

A.F.F.A

8' - 6"

A.F.F.A

8' - 6"

OPEN

TO ABO

VE

2' - 0"1' - 2"1' - 1 3/4"6"

10 1/2"

1' - 1 1/2"5 5/8"

5 7/16"

9 1/8"10"

1' - 1 1/4"

1' - 6"

1' - 3"

6"6"

7 3/4" 7 1/2"

BAB

AA

A

A

A

1' - 6"

1' - 6"

A

AAA

EQEQ

EQ8' - 0"

8' - 0"EQ

EQEQ

CC

CCCC

C

CC

CCC

C

C

CC

C

EQ EQ EQ EQ EQ EQ EQ

CC

C

ABAB

AT

T S

XE

TE

FO

SA

MARKW.HART

20562

REGISTEREDARCHITECT

21

3

BA C D E GF H

45

67

89

1011

I J LK M

2

N O

13

45

67

89

1011

1213

1415

1716

1819

2021

1213

1415

1716

1819

2021

Copyright©

2014 by VERB Architecture, LLC

. All rightsreserved. The arrangem

ents depicted herein are the soleproperty of VER

B Architecture, LLC and m

ay not bereproduced in any form

without w

ritten permission.

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

EXP:2017-01-31

2007 S. 1ST STREET AU

STIN, TX 78704

512-680-7905

MAR

K HAR

T, AIA, LEED AP

A3.20

02/01/2017

RCP & LIGHTING PLAN

RJL

RJL

RJL

WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING

CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

# DESCRIPTION DATE

1/4" = 1'-0"2

Level 1-Proposed-R.C.P.

REF.

MEN'S5

A4.00

K13

K1

K5

K960" X 66"C

LEARFLO

OR

AREA

ADA TO

ILET

30" X 48"C

LEARFLO

OR

AREA

MIR

RO

RSO

APD

ISPENSO

R

PAPERTO

WEL

DISPEN

SOR

ADA W

ALLM

OU

NTED

SINK W

/ PIPEPR

OTEC

TION

TOILET

TISSUE

DISPEN

SOR

ADA G

RAB

BARS

30" X 48"C

LEARFLO

OR

AREA

UR

INAL

8' - 3 1/2"

6"

3' - 6"1' - 0"

6"3' - 0"

1' - 6"

3' - 4"

1' - 4"

A4.00

F5

F13

F9F1

60" X 66"C

LEARFLO

OR

AREA

30" X 48"C

LEARFLO

OR

AREA

SOAP

DISPEN

SOR

TOILET

TISSUE

DISPEN

SOR

ADA G

RAB

BARS

PAPERTO

WEL

DISPEN

SOR

48" X 60"C

LEARFLO

OR

AREA

48" X 60"C

LEARFLO

OR

AREA

6"3' - 0"

3' - 4"

1' - 0"3' - 6"3' - 4"

ADA TO

ILET

8' - 3 1/2"

6' - 3 7/16"

6"

A4.00

A12

A7

2' - 0"

4' - 0"

4' - 1 3/4"

10 7/16"

4' - 0"

CFA

CFA

CFA

30X48C

FA30X48

W/D

4' - 0"

PAINT

TILE

ADA G

RAB

BARSTO

ILETTISSU

ED

ISPENSO

R

ADA TO

ILET

1' - 0"3' - 6"

3' - 0"3' - 4"

3' - 4" 1' - 6"

7"

1' - 3"

PAPERTO

WEL

DISPEN

SOR

ADA W

ALLM

OU

NTED

SINK W

/ PIPEPR

OTEC

TION

UR

INAL

3' - 4"

2' - 10"

1' - 5"

MIR

RO

R

MAX.3' - 4"

MAX.1' - 5"

2' - 10"

SOAP

DISPEN

SOR

ADA W

ALLM

OU

NTED

SINK W

/ PIPEPR

OTEC

TION

UR

INAL

ADA TO

ILET

ADA G

RAB

BARS

TOILET

TISSUE

DISPEN

SOR

MIR

RO

RPAPERTO

WEL

DISPEN

SOR

3' - 0"6"

3' - 0"

1' - 6"

3' - 0"1' - 8"2' - 10"

1' - 11 1/4"2' - 9"

2' - 9"1' - 6"

2' - 9"2' - 9"

1' - 6"

2' - 10" 1' - 8" 3' - 0"

3' - 4 1/4"2' - 9"

1' - 6"

3' - 0"2' - 9"

1' - 6"

3' - 6"1' - 0"

7"

1' - 3"

3' - 0"

3' - 4"

1' - 6"3' - 4"

3' - 4"

3' - 4"

2' - 10"

6"3' - 0"

1' - 3"

1' - 6"

4' - 0"3' - 0"

2' - 10"

MIR

RO

R

SOAP

DISPEN

SOR

ADA W

ALLM

OU

NTED

SINK W

/ PIPEPR

OTEC

TION

4' - 0"

4' - 0"

TILE

PAINT

MA

RK

HA

RT A

RC

HIT

EC

TU

RE

2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w

ww

.markhartarch.com

XT

EAT

T S

EF

O

SA

ROBERLEJEUN

R BO ERTEJ

E UN

20802

TT

REGSTI EREDARCHITE

L

CT

EXP:11/30/17

21

3

BA C D E GF H

45

67

89

1011

I J LK M

2

N O

13

45

67

89

1011

1213

1415

1716

1819

2021

1213

1415

1716

1819

2021

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

Copyright © 2016 by M

ark Hart

Architecture, INC

. All rightsreserved. The arrangem

entsdepicted herein are the soleproperty of M

ark Hart

Architecture, INC

. and may not

be reproduced in any formw

ithout written perm

ission.

A4.00

02/01/2017

INTERIOR ELEVATIONS

RJL

RJL

RJL

WE ROCK THE SPECTRUM

CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

02/01/2017

3/8" = 1'-0"K17

MEN'S RESTRO

OM

ENLARGED PLAN

3/8" = 1'-0"F17

WO

MEN'S RESTRO

OM

ENLARGED PLAN

3/8" = 1'-0"A17

BREAK ROO

M ENLARG

ED PLAN

3/8" = 1'-0"K13

INTERIOR ELEVATIO

N - MEN'S RESTRO

OM

1 3/8" = 1'-0"

K1INTERIO

R ELEVATION - M

EN'S RESTROO

M 4

3/8" = 1'-0"K9

INTERIOR ELEVATIO

N - MEN'S RESTRO

OM

2 3/8" = 1'-0"

K5INTERIO

R ELEVATION - M

EN'S RESTROO

M 3

3/8" = 1'-0"A12

KITCHEN ELEVATION A

3/8" = 1'-0"A7

KITCHEN ELEVATION B

# DESCRIPTION DATE

3/8" = 1'-0"F9

INTERIOR ELEVATIO

N - WO

MEN'S

RESTROO

M 2

3/8" = 1'-0"F13

INTERIOR ELEVATIO

NS - WO

MEN'S

RESTROO

M 1

3/8" = 1'-0"F1

INTERIOR ELEVATIO

N - WO

MEN'S

RESTROO

M 4

3/8" = 1'-0"F5

INTERIOR ELEVATIO

N - WO

MEN'S

RESTROO

M 3

CO

NC

RETE FLO

OR

META

L TRA

CK

POW

ER D

RIV

ENFA

STENER

OR

EXPA

NSIO

NA

NC

HO

R TO

CO

NC

RETE SLA

B, TYP.

16" ON

CEN

TER

5/8" GY

P. BD. O

N BO

THSID

ESSH

EET META

L SCR

EWS

WH

ERE D

ISTAN

CE EX

CEED

S6', A

LTERN

ATE D

IREC

TION

OF

BRA

CIN

G BO

XED

STUD

S,BA

CK-TO

-BAC

K STUD

S OR

STRU

CTU

RA

L SHA

PES MA

Y BE

REQ

UIR

ED

AN

GLE A

T EAC

H BR

AC

E

AN

GLE A

T EAC

H BR

AC

E

CO

NC

RETE SLA

B

EXPA

NSIO

N A

NC

HO

RS TO

CO

NC

RETE

SCH

EDU

LEDM

OLD

ING

SUSPEN

DED

CEILIN

GSYSTEM

5/8" GYP. BD

.

PRO

VIDE IN

TERM

EIDATE

STUD

BRC

ING

3 5/8" METAL STU

DS (20

GAU

GE) @

16" O.C

.3 5/8" M

ETAL RU

NN

ERC

HAN

NEL AN

CH

OR

TOSLAB

BASE AS SCH

EDU

LED

CO

NTIN

UO

US

ACO

USTIC

SEALANT

CEILIN

G TYPES VAR

Y,R

EFER TO

RC

P.

B.O. C

EILING

HEIG

HT A.F.F.

6"**NO

TE - INSTALL FIBER

OC

K "AQU

A TOU

GH

"W

ALL BOAR

D AT ALL IN

TERIO

R W

ALLS IN TH

ER

ESTRO

OM

S & SHO

WER

RO

OM

S, ON

LY.

SCH

EDU

LEDM

OLD

ING

CEILIN

G SYSTEM

-SEER

CP FO

R TYPE

SOU

ND

ATTENU

ATION

BLANKET (S.A.B.)

3 5/8" METAL STU

DS (20

GAU

GE) @

16" O.C

.3 5/8" M

ETAL RU

NN

ERC

HAN

NEL AN

CH

OR

TOSLAB

**NO

TE - INSTALL FIBER

OC

K "AQU

A TOU

GH

"W

ALL BOAR

D AT ALL IN

TERIO

R W

ALLS IN TH

ER

ESTRO

OM

S & SHO

WER

RO

OM

S, ON

LY.

CO

NTIN

UO

US

ACO

USTIC

SEALANT

3 5/8" METAL R

UN

NER

CH

ANN

ELAN

CH

OR

TO STR

UC

TUR

EABO

VE

B.O. C

EILING

HEIG

HT A.F.F.

5/8" GYP. BD

.

BASE AS SCH

EDU

LED

CO

NTIN

UO

US

ACO

USTIC

SEALANT

SOU

ND

ATTENU

ATION

BLANKET (S.A.B.) AT ALL

CEILIN

GS

1"

EXISTING

EXTERIO

R W

ALL

ADJAC

ENT TEN

ANT

TENAN

T SPACE

SCH

EDU

LEDM

OLD

ING

SUSPEN

DED

CEILIN

GSYSTEM

SOU

ND

ATTENU

ATION

BLANKET (S.A.B.)-M

IN. STC

4 OF 10 dBs

6" METAL STU

DS (20

GAU

GE) @

16" O.C

.6" M

ETAL RU

NN

ERC

HAN

NEL AN

CH

OR

TOSLAB

CO

NTIN

UO

US

ACO

USTIC

SEALANT

6 METAL R

UN

NER

CH

ANN

ELAN

CH

OR

TO STR

UC

TUR

EABO

VE

B.O. C

EILING

HEIG

HT A.F.F.

CO

NTIN

UO

US

ACO

USTIC

SEALANT

(2) LAYERS O

F 5/8" GYP. BD

.

SCH

EDU

LEDM

OLD

ING

SUSPEN

DED

CEILIN

GSYSTEM

5/8" GYP. BD

.

PRO

VIDE IN

TERM

EIDATE

STUD

BRC

ING

3 5/8" METAL STU

DS (20

GAU

GE) @

16" O.C

.3 5/8" M

ETAL RU

NN

ERC

HAN

NEL AN

CH

OR

TOSLAB

BASE AS SCH

EDU

LED

CO

NTIN

UO

US

ACO

USTIC

SEALANT

CEILIN

G TYPES VAR

Y,R

EFER TO

RC

P.

B.O. C

EILING

HEIG

HT A.F.F.

6"**NO

TE - INSTALL FIBER

OC

K "AQU

A TOU

GH

"W

ALL BOAR

D AT ALL IN

TERIO

R W

ALLS IN TH

ER

ESTRO

OM

S & SHO

WER

RO

OM

S, ON

LY.

SOU

ND

ATTENU

ATION

BLANKET (S.A.B.)

MA

RK

HA

RT A

RC

HIT

EC

TU

RE

2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w

ww

.markhartarch.com

XT

EAT

T S

EF

O

SA

ROBERLEJEUN

R BO ERTEJ

E UN

20802

TT

REGSTI EREDARCHITE

L

CT

EXP:11/30/17

21

3

BA C D E GF H

45

67

89

1011

I J LK M

2

N O

13

45

67

89

1011

1213

1415

1716

1819

2021

1213

1415

1716

1819

2021

DRAWN BY:

SHEET:

CHECKED BY:

REVISIONS:

CLIENT:

ISSUE DATE:

DESIGNED BY:

PROJECT NUM

BER:

PROJECT STATUS:

Copyright © 2016 by M

ark Hart

Architecture, INC

. All rightsreserved. The arrangem

entsdepicted herein are the soleproperty of M

ark Hart

Architecture, INC

. and may not

be reproduced in any formw

ithout written perm

ission.

A5.00

02/01/2017

SECTIONS & DETAILS

RJL

RJL

RJL

WE ROCK THE SPECTRUM

CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735

SPECIAL N

EEDS R

ESOU

RC

ESJO

HN

KEMPF

4116 HAR

BOU

R ISLAN

D LAN

EO

XNAR

D, C

A. 93035+001.516/365.7708

PERM

IT SET

17-0039

02/01/2017

1W

ALL TYPE 1-NR WALL 6" ABO

VE CLG.

4W

ALL TYPE 4-NR WALL TO

STRUCTURE

5DETAIL: W

ALL TYPE 1-NR WALL TO

STRUCTURE

2W

ALL TYPE 3-2HR WALL TO

STRUCTURE

3W

ALL TYPE 2-NR WALL 6" ABO

VE CLG.

# DESCRIPTION DATE

CPH

Sheet No.:

Sheet Name:

38027 Fm 1774, Suite AMagnolia, Texas 77355Texas Registered Eng Firm#14038

Ph:(281) 826-1848

Fax:(866) 237-9417

Principal Engineer:Christopher P. Hillman, P.E.Direct: (832) 865-1429chillman@

cphengineering.com

A member of Building CodeCompliance Association#E00001

C|P|HStructural Engineering, Inc.

S.1

Unnam

ed

WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTRE

7010 TX-71, SUITE 200AUSTIN, TX 78735

062-023

REVISION /

ISSUE

DATE

WH

AA

DD

CC

BB

3 3

1 1

2 2

EXIT

ENTR

ANC

EC

OVER

ED W

ALK

2 HR

. TENAN

TSEPAR

ATION

WALL

E2

E1

79' - 9 3/8"

25' - 0 1/8" 30' - 0" 24' - 9 1/4"

40' - 11 1/2"

11' - 0 1/4"29' - 11 1/4"

8' - 3 1/2"

24' - 3"

6' - 4 3/4"6' - 3 1/2" MAIN SPACE

2

ARTS & CRAFTS10

MEN'S5

WO

MEN'S

6

8' - 0" 1' - 1 1/2"

EXISTING

6"STEEL C

OLU

MN

CLIM

BING

WALL

11' - 0"

4' - 0"

10' - 0"

OFFICE

8

PARTY ROO

M3

10' - 0"

QUIET7

EQEQ

EXIT

4' - 0"4' - 0"

2' - 2"

8' - 0"

18" D. 42" H

.BAR

TOP

30" D. 34" H

.C

OU

NTER

TOP

(ADA C

OM

PLIANT)

13' - 0"

15' - 0" 42' - 0" 1' - 0"

CR

ASH PIT

CR

ASH PIT

CR

ASH PIT

ZIPLINE PO

ST

12' - 0"8' - 3 3/4" 37' - 3 1/4"

ACTIVITY4

ZIPLINE PO

ST

ZIPLINE PO

ST

5' - 2 1/16"

8' - 0"8' - 0"

RECEPTION

1

10' - 0"17' - 2 3/4"

11' - 11 1/4"

BREAK RM.

9

9' X 6' ENG

.STEELFR

AME

16' X 20'EN

G.

STEELFR

AME

4' - 0"

5' - 10 1/2"

8' W. BU

LLETINBO

ARD

8' W. SLAT

BOAR

D

--

5' - 0" 4' - 0"

STORAGE

A4.00K15

A4.00F15

A4.00A15

A4.00

K11

K1

K4

K8

1FLO

OR PLAN

1/8" = 1-0"

MAX OPENING

WIDTH

HEADER SECTION TYPE

HEADER JAM

BSANGLE

SILL

3'-6"BOXED

(2) 600T200-33(2) 600S200-33

(2)-600S200-332"X2" 25GA

600T200-33

8'-6"BOXED

(2) 600T200-33(2) 800S200-33

(3)-600S200-332"X2" 20GA

(2) 600T200-33(2) 600S200-33

WALL O

PENING SCHEDULE

1. TH

E CO

NSTR

UC

TION

DO

CU

MEN

TS ARE BASED

ON

THE R

EQU

IREM

ENTS O

F THE 2012 IN

TERN

ATION

AL BU

ILDIN

G C

OD

E WITH

LOC

AL AMEN

DM

ENTS FR

OM

THE AU

THO

RITY H

AVING

JUR

ISDIC

TION

.2.

DEAD

LOAD

S:A.

DEAD

S LOAD

S ARE BASED

UPO

N TH

E ACTU

AL WEIG

HTS O

F MATER

IALS OF C

ON

STRU

CTIO

N

AND

FIXED SER

VICE EQ

UIPM

ENT.

B. H

ANG

ING

CEILIN

G AN

D M

ECH

ANIC

AL LOAD

S: AN ALLO

WAN

CE O

F 10 PSF HAS BEEN

MAD

E FOR

H

ANG

ING

CEILIN

G AN

D M

ECH

ANIC

AL EQU

IPMEN

TS SUC

H AS D

UC

T WO

RK AN

D SPR

INKLER

PIPES.

3. LIVE LO

ADS:

A. R

OO

FSa.

NO

N O

CC

UPIABLE:

20 PSF, 300 LBb.

OC

CU

PIABLE:100 PSF

B. STO

RES:

a. R

ETAIL 1ST FLOO

R:

100 PSF, 1,000 LBb.

RETAIL U

PPER FLO

OR

S:75 PSF, 1,000LB

4. SN

OW

LOAD

:A.

GR

OU

ND

SNO

W LO

AD: 5 PSF

5. W

IND

:A.

ULTIM

ATE DESIG

N W

IND

SPEED Vult:

115 MPH

B. N

OM

INAL D

ESIGN

WIN

D SPEED

, Vasd:90 M

PHC

. W

IND

EXPOSU

RE C

ATEGO

RY:

CD

. IN

TERN

AL PRESSU

RE C

OEFIC

CIEN

T:± 0.18

E. C

OM

PON

ENTS AN

D C

LADD

ING

PRESSU

RES:

SEE SCH

EDU

LE6.

SEISMIC

A. R

ISK CATEG

OR

Y:II

B. SEISM

IC IM

POR

TANC

E FACTO

R, Ie:

1.00C

. S

S , S1 :

0.064g, 0.033gD

. SITE C

LASS:B

E. S

DS , S

D1 :

0.043g, 0.022gF.

SEISMIC

DESIG

N C

ATEGO

RY:

AG

. BASIC

SEISMIC

FOR

CE R

ESISTING

SYSTEM:

TILE-WALL SH

EAR W

ALLSH

. D

ESIGN

BASE SHEAR

:1%

OF SEISM

IC W

EIGH

TI.

RESPO

NSE M

OD

IFICATIO

N C

OEFFIC

IENT, R

: 3

J. AN

ALYSIS PRO

CED

UR

E USED

:EQ

UIVALEN

T LATERAL FO

RC

E7.

GEO

TECH

NIC

AL: A.

THE FO

LLOW

ING

DESIG

N C

RITER

IA IS BASED U

PON

PRESU

MPTIVE VALU

ES PRO

VIDED

IN

TABLE 1806.2 .a.

BEARIN

G C

APACITY:

1,500 PSF

SECTIO

N I: D

ESIGN

CR

ITERIA

SECTIO

N VI: SU

BSTITUTIO

NS:

1. ALL R

EQU

ESTS FOR

SUBSTITU

TION

S OF M

ATERIALS O

R D

ETAILS SHO

WN

IN TH

E CO

NTR

ACT

DO

CU

MEN

TS SHALL BE SU

BMITTED

FOR

APPRO

VAL DU

RIN

G TH

E BIDD

ING

PERIO

D. O

NC

E BIDS AR

E AC

CEPTED

, PRO

POSED

SUBSTITU

TION

S WILL BE C

ON

SIDER

ED O

NLY W

HEN

THEY AR

E OFFIC

IALLY SU

BMITTED

WITH

AN ID

ENTIFIED

SAVING

S TO BE D

EDU

CTED

FRO

M TH

E CO

NTR

ACT.

SECTIO

N V: C

OLD

FOR

MED

METAL FR

AMIN

G -05 40 00

1. M

ATERIALS:

A. STU

D AN

D TR

ACK PR

OFILES SH

ALL BE STAND

ARD

SECTIO

NS U

SED BY M

EMBER

S OF TH

E STEEL STUD

M

ANU

FACTU

RER

S ASSOC

IATION

(SSMA).

B. D

ESIGN

ATION

: EX. 550S162 -33 (MEM

BER D

EPTH | SEC

TION

TYPE | FLANG

E WID

TH | TH

ICKN

ESS)a.

S = STRU

CTU

RAL STU

D O

R JO

ISTb.

T = STRU

CTU

RAL TR

ACK

c. U

= CR

C O

R U

-CH

ANN

ELd.

F = FUR

RIN

G C

HAN

NEL

C.

ALL STUD

S SHALL BE FY = 50 KSI

D.

TRAC

KS AND

CH

ANN

ELS ARE TO

BE FY = 33 KSIE.

ALL CO

LD-FO

RM

ED M

ETAL SHALL H

AVE A MIN

. G60 G

ALVANIZED

CO

ATING

.2.

CO

NN

ECTIO

NS:

A. C

ON

NEC

TION

S NO

T FULLY D

ETAILED O

N TH

E CO

NTR

ACT D

OC

UM

ENTS SH

ALL BE DESIG

NED

BY THE

CO

NTR

ACTO

R PER

THE SPEC

IFICATIO

N.

1. TH

E CO

NTR

ACT STR

UC

UTR

AL DR

AWIN

GS AN

D SPEC

IFICATIO

NS R

EPRESEN

T THE FIN

ISHED

STR

UC

TUR

E. METH

OD

S, PRO

CED

UR

ES AND

SEQU

ENC

ES OF C

ON

STRU

CTIO

N AR

E THE

RESPO

NSIBILITY O

F THE C

ON

TRAC

TOR

. THE C

ON

TRAC

TOR

SHALL TAKE ALL N

ECESSAR

Y PR

ECAU

TION

S TO M

AINTAIN

AND

INSU

RE TH

E INTEG

RITY O

F THE STR

UC

TUR

E AT ALL STAGES O

F C

ON

STRU

CTIO

N.

2. R

EFER TO

DR

AWIN

GS O

THER

THAN

STRU

CTU

RAL FO

R C

OM

PLETE INFO

RM

ATION

REG

ARD

ING

: SLEEVES, C

UR

BS, INSER

TS, DEPR

ESSION

S, OPEN

ING

S, ETC.

3. IT IS TH

E RESPO

NSIBILITY O

F THE G

ENER

AL CO

NTR

ACTO

R TO

OBTAIN

ALL CO

NTR

ACT D

OC

UM

ENTS

AND

LATEST REVISIO

NS/AD

DN

END

A AND

TO SU

BMIT SU

CH

DO

CU

MEN

TS TO ALL SU

BCO

NTR

ACTO

RS

AND

MATER

IAL SUPPLIER

S PRIO

R TO

THE SU

BMITTAL O

F SHO

P DR

AWIN

GS O

R M

ATERIAL

PRO

CU

REM

ENT.

4. TH

E USE O

F REPR

OD

UC

TION

S OF TH

ESE CO

NTR

ACT D

RAW

ING

S BY ANY C

ON

TRAC

TOR

OR

MATER

IAL SU

PPLIER IN

LIEU O

F PREPAR

ATION

OF SH

OP D

RAW

ING

S SIGN

IFIES HIS AC

CEPTAN

CE O

F ALL IN

FOR

MATIO

N SH

OW

N H

EREO

N AS C

OR

REC

T, AND

OBLIG

ATES HIM

SELF TO AN

Y JOB EXPEN

SE, REAL

OR

IMPLIED

, DU

E TO AN

Y ERR

OR

S THAT M

AY OC

CU

R H

EREO

N.

5. ALL W

OR

K SHALL C

ON

FOR

M TO

OSH

A STAND

ARD

S.6.

THE C

ON

TRAC

TOR

SHALL BE SO

LEY RESPO

NSIBLE FO

R ALL EXC

AVATION

PRO

CED

UR

ES INC

LUD

ING

LAG

GIN

G, SH

OR

ING

AND

PRO

TECTIO

N O

F ADJAC

ENT PR

OPER

TY, STRU

CTU

RES, STR

EETS AND

U

TILITIES IN AC

CO

RD

ANC

E WITH

ALL CO

DES AN

D R

EQU

IREM

ENTS O

F THE AU

THO

RITY H

AVING

JU

RISD

ICTIO

N.

7. TH

E GEN

ERAL C

ON

TRAC

TOR

SHALL C

OM

PARE TH

E ARC

HITEC

TUR

AL AND

STRU

CU

TRAL D

RAW

ING

S AN

D R

EPOR

T ANY D

ISCR

EPANC

IES BETWEEN

EACH

SET OF D

RAW

ING

S AND

WITH

IN EAC

H SET O

F D

RAW

ING

S TO TH

E ARC

HITEC

T AND

ENG

INEER

PRIO

R TO

THE FABR

ICATIO

N AN

D IN

STALLATION

OF

ANY STR

UC

TUR

AL MEM

BERS.

8. FR

AMIN

G LAYO

UTS AR

E PRO

VIDED

TO R

EPRESEN

T DESIG

N C

ON

CER

PTS AND

SYSTEMS

CO

NSTR

UC

TION

. THE C

ON

TRAC

TOR

AND

SUBC

ON

TRAC

TOR

S ARE R

ESON

SIBLE FOR

MATER

IAL Q

UAN

TITIES AND

ANY AN

D ALL U

NSPEC

IFIED C

OM

PON

ENTS R

EQU

IRED

FOR

CO

NSTR

UC

TION

.9.

WH

ERE M

EMBER

LOC

ATION

S ARE N

OT SPEC

IFICALLY D

IMEN

SION

ED, M

EMBER

S ARE EITER

LOC

ATED

ON

CO

LUM

N LIN

ES OR

ARE EQ

UALLY SPAC

ED BETW

EEN TH

E LOC

ATED M

EMBER

S. 10.

IF CER

TAIN FEATU

RES AR

E NO

T FULLY SH

OW

N O

R SPEC

IFIED O

N TH

E DR

AWIN

GS O

R IN

THE

SPECIFIC

ATINO

S, THEIR

CO

NSTR

UC

TION

SHALL BE O

F THE SAM

E CH

ARAC

TER AS SH

OW

N O

R

SPECIFIED

IN SIM

ILAR C

ON

DITIO

NS.

11. W

HER

E CO

NFLIC

T EXISTS AMO

NG

THE VAR

IOU

S PARTS O

F THE STR

UC

TUR

AL CO

NTR

ACT

DO

CU

MEN

TS, STRU

CTU

RAL D

RAW

ING

S, GEN

ERAL N

OTES AN

D SPEC

IFICATIO

NS, TH

E STRIC

TEST R

EQU

IREM

ENTS, AS IN

DIC

ATED BY TH

E ENG

INEER

, SHALL G

OVER

N.

SECTIO

N III: C

ON

TRAC

TOR

QU

ALIFICATIO

N

1. W

OR

K SHALL BE PER

FOR

MED

BY A QU

ALIFIED C

ON

STRU

CTIO

N C

ON

TRAC

TOR

AND

SUBC

ON

TRAC

TOR

EXPER

IENC

ED IN

THIS TYPE O

F WO

RK. SU

CH

KNO

WLED

GE SH

ALL INC

LUD

E MAKIN

G ALLO

WAN

CES FO

R

PERFO

RM

ING

WO

RK O

F THIS N

ATUR

E FOLLO

WIN

G IN

DU

STRY STAN

DAR

DS O

F CAR

E. DR

AWIN

G C

HAN

GES

ARISIN

G FR

OM

CO

OR

DIN

ATION

BETWEEN

ALL DISC

IPLINES SH

ALL NO

T NEC

ESSARILY R

ELIEVE THE

CO

NSTR

UC

TION

CO

NTR

ACTO

R O

R SU

BCO

NTR

ACTO

RS O

F CO

ST IMPLIC

ATION

S WH

EN SU

CH

DISC

REPAN

CIE

ARISE D

UR

ING

CO

NSTR

UC

TION

UN

LESS PRIO

R AR

RAN

GEM

ENT H

AVE BEEN M

ADE W

ITH TH

E OW

NER

.2.

THE C

ON

STRU

CTIO

N C

ON

TRAC

TOR

AND

SUBC

ON

TRAC

TOR

S SHALL U

ND

ERSTAN

D TH

E NATU

RE O

F DR

AWIN

G

PRO

DU

CTIO

N AN

D C

OO

RD

INATIO

N BETW

EEN C

ON

SULTAN

TS AND

SHALL N

OT EN

TER IN

TO A C

ON

TRAC

T BASED

ON

DR

AWIN

GS TH

AT ARE BELIEVED

TO C

ON

TAIN D

ISCR

EPANC

IES OR

ARE O

THER

WISE IN

CO

MPLETE U

NLESS

PRO

PER ALLO

WAN

CES H

AVE BEEN M

ADE FO

R C

OST IM

PLICATIO

NS TH

AT MAY AR

ISE DU

E TO FU

TUR

E D

RAW

ING

CH

ANG

ES MAD

E IN PR

EPARATIO

N O

F FINAL C

ON

STRU

CTIO

N D

OC

UM

ENTS.

3. IN

THE C

OU

RSE O

F PRO

DU

CIN

G AN

D ISSU

ING

DR

AWIN

GS, VAR

IOU

S STAGE O

F CO

MPLETIO

N AR

E DEVELO

PED.

THE C

ON

STRU

CTIO

N C

ON

TRAC

TOR

AND

SUBC

ON

TRAC

TOR

S SHALL U

ND

ERSTAN

D TH

E PUR

POSE AN

D

CO

NTEN

T CO

NTAIN

ED IN

PERM

IT, PRIC

ING

, AND

CO

NSTR

UC

TION

DR

AWIN

GS. C

OST IM

PLICATIO

NS AN

D

CO

NSTR

UC

TIBILITY ARE TH

E RESPO

NSIBILITY O

F THE C

ON

STRU

CTIO

N C

ON

TRAC

TOR

AND

SUBC

ON

TRAC

TOR

S U

NLESS PR

IOR

ARR

ANG

EMEN

TS HAVE BEEN

MAD

E WITH

THE O

WN

ER.

SECTIO

N II: G

ENER

AL CO

ND

ITION

S

SECTIO

N IV: STR

UC

TUR

AL STEEL FRAM

ING

-05 12 00

1. M

ATERIALS:

A. H

OT R

OLLED

STRU

CTU

RAL M

EMBER

S: ALL HO

T RO

LLED STEEL PLATES, SH

APES, SHEET PILIN

G, AN

D

BARS SH

ALL BE NEW

STEEL CO

NFO

RM

ING

TO ASTM

SPECIFIC

ATION

A 6. 2.

ASTM SPEC

IFICATIO

N AN

D G

RAD

E: CLEAR

LY MAR

K THE G

RAD

E OF STEEL O

N EAC

H PIEC

E, WITH

A D

ISTING

UISH

ING

MAR

K. UN

LESS NO

TED O

THER

WISE O

N TH

E DR

AWIN

GS, STR

UC

TUR

AL STEEL SHALL BE AS

FOLLO

WS:

A. W

-AND

WT SH

APES: ASTM

A 992B.

M-AN

D S-SH

APES:ASTM

A 36C

. C

-SHAPES:

ASTM A 36

D.

L-SHAPES:

AST M A36

E. R

OU

ND

HSS:

ASTM A 500. G

RAD

E B (FY = 42 KSI)F.

REC

TANG

ULAR

HSS:

ASTM A 500. G

RAD

E B (FY = 46 KSI)G

. STEEL PIPES:

ASTM A 53 (TYPE E O

R S), G

RAD

E BH

. BASE PLATES:

ASTM A 36

ZIP LINE POST, RE

1 & 2/S.3

ZIP LINE POST, RE

1 & 2/S.3

ZIP LINE POST, RE

1 & 2/S.3

600S162-54 FLOO

RJO

ISTS @ 16" O

.C.M

AX, TYP

FLOO

R SHEATHING, M

IN.23/32" APA RATED TO

NGUE

AND GRO

OVE SHEATHING

,TYP

600S162-33 LOADBEARING

WALL STUD @

16"O

.C. MAX, TYP, BO

TH SIDES OF W

ALL MUST

BE SHEATHED WITH M

IN. 1/2" GYPSUM

BOARD

10S.2

TYP

RE. S.2 FOR LO

ADBEARINGHEADERS, TYP

LOADBEARING

WALL

LOADBEARING

HEADER

LEGEND

ACCEISBLE CEILINGS ABO

VE ROO

MS HAVE BEEN

DESIGNED FO

R THE FOLLO

WING

LOADING

:DEAD LO

AD: 10 PSFLIVE LO

AD: 40 PSF; 200 LB

GENERAL NO

TES ANDFLO

OR PLAN

2/01/2017

PERMIT

2/01/2017

CPH

Sheet No.:

Sheet Name:

38027 Fm 1774, Suite AMagnolia, Texas 77355Texas Registered Eng Firm#14038

Ph:(281) 826-1848

Fax:(866) 237-9417

Principal Engineer:Christopher P. Hillman, P.E.Direct: (832) 865-1429chillman@

cphengineering.com

A member of Building CodeCompliance Association#E00001

C|P|HStructural Engineering, Inc.

S.2

Unnam

ed

WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTRE

7010 TX-71, SUITE 200AUSTIN, TX 78735

062-023

REVISION /

ISSUE

DATE

2FLUSH CEILING

: CEILING JO

ISTS PARALLEL TO STUD W

ALLNO

SCALE3

SINGLE STUD: TRACK CO

NNECTION DETAIL

NO SCALE

1FLUSH CEILING

: CEILING JO

ISTS PERPENDICULAR & BEARINGO

N STUD WALL

NO SCALE

WALL INTERSECTIO

N STUDS - TRACK CONNECTIO

N4

NO SCALE

5CO

RNER STUDS - TRACK CONNECTIO

NNO

SCALE6

BRIDGING

- COLD RO

LLED CHANNEL WITH CLIP ANG

LENO

SCALE

FLOO

R JOIST

RIM TRACK TO

MATCH W

IDTHAND G

AUGE O

F JOISTS

FLOO

R SHEATHING

7TYPICAL LO

ADBEARING HEADER

NO SCALE

8TYPICAL W

ALL INTERSECTION

NO SCALE

9TYPICAL G

YPSUM SHEATHING

ATTACHMENT

NO SCALE

10TYPICAL LEDG

ER AT TILT-WALL

NO SCALE

(2) 0.157"Ø PO

WDER ACTUATED

FASTENERS WITH 1-1/4"

EMBEDM

ENT @ 12" O

.C.

1" 1"

11TYPICAL JAM

BS AT END OF HEADERS

NO SCALE

12JO

IST NOM

ENCLATURENO

SCALE

JAMB

AN

GLE

AD

DITIO

NA

L A

NC

HO

RA

GE

@

JAM

B

HE

AD

ER

TRA

CK

S

HE

AD

ER

M

EM

BE

RS

INFILL S

TUD

CR

IPP

LE S

TUD

SEE SCHEDULE

SEE SCHEDULEW/ (3)-#10 SCREW

S

SEE SCHEDULE

#10 SCREWS @

8"O

.C., TYP

1/2" MIN. G

YP BOARD,

EA. SIDE

TRACKS

TOP TRACKDBL STUD

STUD

STUDS

ANGLE CLIP FASTENEDTO

STUD AND CRCCHANNEL

COLD RO

LLED (CRC) LATERALBRACING

@ 6'-0" O

.C. MAX

STUD

JAMB STUD O

R END OF

WALL

STUD

TOP TRACKS

STUDS

TRACKS

TRACKS

STUD

SCREW ATTACH EACH FLANG

E,#10 SCREW

S AT EACH STUD

FASTEN TO M

AIN STRUCTURE,0.153"Ø

X1" EMBED PO

WDER

ACTUATED FASTENER @ 32"

O.C.

SCREW ATTACH EACH FLANG

E,#10 SCREW

S AT EACH STUD

SCREW ATTACH EACH FLANG

E,#10 SCREW

S AT EACH STUD

(4)-#10 SCREWS

#10 SCREW AT EACH FLANG

E

#10 SCREWS @

12" O.C.

#10 SCREW AT EACH FLANG

E

TOP TRACK

SCREW ATTACHED RIM

TRACK TO TO

P OF W

ALL,#10 SCREW

S @ 12" O

.C.

STUD FLOO

R JOIST

SCREW ATTACH, UTILITY CLIP

TO JO

IST & BLOCKING

(2)-#10SCREW

S

UTILITY CLIP, MATCH G

AUGE

OF JO

ISTS

SCREW ATTACH FLANG

E OF

JOIST TO

TOP O

F WALL, (2)-#10

SCREWS

BLOCKING

, PIECE OF STUD, SAM

EDEPTH AND G

AUGE AS JO

IST

SCREW ATTACH FLANG

E OF

JOIST TO

TOP O

F WALL, (2)-#10

SCREWS

TOP TRACK

ALIGN STUDS

WITH JO

ISTS

STUD FLOO

R JOIST

COLD FO

RM DETAIL

2/01/2017

PERMIT

2/01/2017

CPH

Sheet No.:

Sheet Name:

38027 Fm 1774, Suite AMagnolia, Texas 77355Texas Registered Eng Firm#14038

Ph:(281) 826-1848

Fax:(866) 237-9417

Principal Engineer:Christopher P. Hillman, P.E.Direct: (832) 865-1429chillman@

cphengineering.com

A member of Building CodeCompliance Association#E00001

C|P|HStructural Engineering, Inc.

S.3

Unnam

ed

WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTRE

7010 TX-71, SUITE 200AUSTIN, TX 78735

062-023

REVISION /

ISSUE

DATE

FIELD VERIFY

EXISTINGSTEEL JO

IST

EXISTINGM

ETAL DECK

NEW STEEL HSS PO

ST(HSS6X6X5/16)

L8X4X7/16 LSV

0'-1"

0'-1 1/2"

0'-1 1/2"

(2) 1/2"Ø ASTM

A325 THROUG

H BOLTS IN

VERTICAL LONG

SLOTTED HO

LES, SLOTTED

HOLES M

AY BE IN EITHER THE POST O

R ANGLE,

BOLTS M

UST BE INSTALLED SNUG-TIG

HT IN THECENTER O

F THE LONG

SLOTTED HO

LE, BOLTS

MUST BE, PRO

VIDE ASTM F436 W

ASHERS ANDASTM

A563 NUTS ON EACH SIDE O

F CONNECTIO

N

3/163/16

TYP, EACH END

LOCATIO

N OF HO

LES FOR ZIP

LINE ATTACHMENT TO

BEDETERM

INED BY OW

NER,HO

LES SHALL CENTERED ON

THE POST

FIELD VERIFY

1ZIPLINE PO

ST TOP CO

NNECTION

NO SCALE

2ZIPLINE PO

ST BASE CONNECTIO

NNO

SCALE

0'-1"

0'-1"TYP

TYP

3/16

PL3/8"X8X0'-8" W/ (4) 3/8"Ø

HILTI KWIK

BOLT TZ EXPANSIO

N ANCHORS W

ITH 2"M

IN. EMBED O

R APPROVED

EQUIVALENT

EXISTING SLAB-O

N-GRADE

CONTRACTO

R TO VERIFY M

IN. 4" THICK

NOTES:

1. THE ZIPLINE POST HAS BEEN DESIG

NED FOR A 5,000 LB PO

INT LOAD ACTING

AT MID-HEIG

HT OF THE PO

ST (8'-0"). IF THECABLE IS PRE-TENSIO

NED MO

RE THAN 1000 LB NOTIFY THE EO

R.

ZIPLINE POST DETAIL

L3X3X1/4

0'-1 1/2"

3/164

2/01/2017

PERMIT

2/01/2017